Loading...
HomeMy WebLinkAbout2022 05 23 Public Hearing 400 - Hickory Grove Townhomes | 132 Townhomes (Single-Family Attached)PUBLIC HEARINGS AGENDA ITEM 400 CITY COMMISSION AGENDA | MAY 23, 2022 REGULAR MEETING TITLE Hickory Grove Townhomes | 132 Townhomes (Single-Family Attached) SUMMARY The Community Development Department requests that the City Commission resume the public hearing regarding Hickory Grove and consider the, Final Engineering Plans, one Waiver #3 Lot Coverage, Removal of Specimen Trees, and Development Agreement for Hickory Grove Townhomes located within the Town Center (T4 Transect) which includes 132 single-family attached units (townhomes) as a permitted use. On March 14, 2022 the City Commission approved the Aesthetic Review, two Waivers (#1 Cabana and #2 Streetscape) and a Variance (Stormwater). During the Public Hearing the City Commission made a motion to continue the Final Engineering Plans, Waiver #3 (Lot Coverage), Removal of Specimen Trees, and the Development Agreement, pending further analysis of the proposed development. The Applicant was directed by the City Commission to provide a further analysis of Wavier #3 lot coverage, to ensure that the minimum possible waiver is being requested. The Applicant has provided four (4) alternatives; 1) The original site plan as presented on March 14, 2022; 2) Two-unit Duplexes (applicant has stated this is not practical or financially feasible), 3) Alternative 1; and 4) Alternative 2. Please see the Applicant’s Lot Coverage Analysis, dated April 14, 2022 which discusses the proposed alternatives in greater detail. Subsequent to the March 14, 2022, City Commission meeting, on May 4, 2022 the Applicant submitted a revised site plan adding 10 (ten) more parking spaces on-site. The overall total of parking spaces is 233 with a demand ratio of 1.77 spaces per unit. The City’s transportation consultant states that the proposed parking is adequate for the development. The Development Agreement includes a provision in the HOA Covenants and Restrictions requiring that the townhome unit garages shall be maintained such that at 686 least one car may be parked within the garage. Further, the Applicant shall include a provision in the HOA Covenants and Restrictions requiring that residents shall not utilize the on-street parking on Bear Springs Drive, Blumberg Boulevard, and Tuskawilla Road for overnight parking purposes. The Development Agreement was also revised to include the Commission's request related to home businesses and limits on ownership of units. The following Attachments have been updated and/or added since the March 14, 2022 City Commission Meeting, along with comments from the consultants: • Hickory Grove Lot Coverage Narrative with Alternative Overall Site Plans • Hickory Grove Supplemental Waiver Request Lot Coverage Only • Hickory Grove Multimodal Policy 1.11.3 Narrative • Hickory Grove TMC Traffic Memo (High School Traffic) • Stormwater Report | Revised April 2022 • Development Agreement RECOMMENDATION Staff recommends that the City Commission shall either deny, approve, or approve with conditions, the, Preliminary/Final Engineering Plans, one Waiver from the Town Center Code regarding Lot Coverage, Removal of Specimen Trees, and the Development Agreement for Hickory Grove Townhomes, contingent upon the below conditions of approval. 687 TITLE Hickory Grove Townhomes | 132 Townhomes (Single-Family Attached) SUMMARY/UPDATE The Community Development Department requests that the City Commission hold a Public Hearing to consider the, Final Engineering Plans, one Waiver #3 Lot Coverage, Removal of Specimen Trees, and Development Agreement for Hickory Grove Townhomes located within the Town Center (T4 Transect) which includes 132 single-family attached units (townhomes) as a permitted use. On March 14, 2022 the City Commission approved the Aesthetic Review, two Waivers (#1 Cabana and #2 Streetscape) and a Variance (Stormwater). During the Public Hearing the City Commission made a motion to continue the Final Engineering Plans, Waiver #3 (Lot Coverage), Removal of Specimen Trees, and the Development Agreement, pending further analysis of the proposed development. The Applicant was directed by the City Commission to provide a further analysis of Wavier #3 lot coverage, to ensure that the minimum possible waiver is being requested. The Applicant has provided four (4) alternatives; 1) The original site plan as presented on March 14, 2022; 2) Two-unit Duplexes (applicant has stated this is not practical or financially feasible), 3) Alternative 1; and 4) Alternative 2. Please see the Applicant’s Lot Coverage Analysis, dated April 14, 2022 which discusses the proposed alternatives in greater detail. Subsequent to the March 14, 2022, City Commission meeting, on May 4, 2022 the Applicant submitted a revised site plan adding 10 (ten) more parking spaces on-site. The overall total of parking spaces is 233 with a demand ratio of 1.77 spaces per unit. The City’s transportation consultant states that the proposed parking is adequate for the development. The Development Agreement includes a provision in the HOA Covenants and Restrictions requiring that the townhome unit garages shall be maintained such that at least one car may be parked within the garage. Further, the Applicant shall include a provision in the HOA Covenants and Restrictions requiring that residents shall not utilize the on-street parking on Bear Springs Drive, Blumberg Boulevard, and Tuskawilla Road for overnight parking purposes. The following Attachments have been updated and/or added since the March 14, 2022 City Commission Meeting, along with comments from the consultants: • Hickory Grove Lot Coverage Narrative with Alternative Overall Site Plans • Hickory Grove Supplemental Waiver Request Lot Coverage Only • Hickory Grove Multimodal Policy 1.11.3 Narrative • Hickory Grove TMC Traffic Memo (High School Traffic) • Stormwater Report | Revised April 2022 • Development Agreement PUBLIC HEARINGS AGENDA CITY COMMISSION MONDAY, MAY 23, 2022 | REGULAR MEETING 688 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 2 OF 25 General Information Applicant Project Finance Development, LLC | Dwight Saathoff Property Owner(s) Juanita D. Blumberg as Trustee Location 141 Bear Springs Drive, Winter Springs, FL 32708 Tract Size ±12.30 acres Parcel ID Number 26-20-30-5AR-0B00-028E Zoning Designation Town Center (T-C) | T4 Transect | General Urban Zone FLUM Designation Town Center District Adjacent Land Use North: Winter Springs High School East: Tuskawilla Rd. South: Blumberg Blvd. West: Bear Springs Dr. Development Permits Waivers and Variance | Pending Development Agreement Development Agreement | Pending Code Enforcement Not applicable City Liens Not applicable Background Data: The applicant Project Finance Development, LLC is proposing a 132-unit single-family attached townhome subdivision within the Town Center. The ±12.30 acre parcel is located north of Blumberg Boulevard, south of Winter Springs High School, east of Tuscawilla Road, and west of Bear Springs Drive. The property is located in the T4 Transect of the Town Center, townhomes are a permitted use within this Transect. Between 1972 and 1980 Lewis and Juanita Blumberg purchased approximately 30 acres in Seminole County, Florida. In 1987, Blumberg Property annexed to the City of Winter Springs with a Light Industrial Future Land Use and C-2 and C-1 Zoning. The City started planning for the S.R. 434 Corridor and Town Center in 1995 between the summer of 1995 and early 1997 the City held various planning sessions to better define the Community goals for the S.R. 434 Corridor and the Town Center. 689 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 3 OF 25 The Final “Town Center” Overlay District was established in June 9, 1997 (Ordinance 661), and the City Commission directed City staff to prepare a comprehensive plan amendment and prepare a zoning change that would be in accordance with the development of the Town Center. From 1998 to 2000 City Staff and Planning Consultant Dover-Kohl worked with property owners on fine-tuning the Master Plan. The City staff completed the necessary Comprehensive Plan Amendment (Ordinance No. 2000-10 Approved on 4/24/2000) and development of the Town Center District Code (Ordinance No. 707 Approved on 6/12/2000). The former applicant, Beazer Homes, proposed ninety-nine (99) fee simple condominium units which was an age restricted 55+ community on the eastern portion of the subject parcel ±6.46 acres. This concept has been abandoned in favor of the presently requested 132-unit townhome project. Public Notices: Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations on file with the City Winter Springs (112 notices) on May 2, 2022. In addition, Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations on file with the City Winter Springs (112 notices) on January 31, 2022. A Community Workshop was held on August 26, 2021 and a Community Workshop flyer was mailed on August 6, 2021 (111 flyers). The flyer was mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations on file with the City Winter Springs. There were approximately twenty (20) persons in attendance and several questions were asked related to the project, there were no objections raised at the Community Workshop regarding the proposed development. Proposed Layout/Unit Type: The Final Engineering Plan proposes townhomes consisting of twenty-eight (28) two-story buildings, ranging in size from four (4) to six (6) units per building, and a cabana including a swimming pool. The Final Engineering Plan for the subdivision a public street and private alleys, consistent with the Town Center Code. Townhome units along the perimeter of the development will front Blumberg Boulevard be accessed through Tuskawilla Drive and Bear Springs Drive. The internal buildings will all face public streets. All townhome units have two-car garages accessed from alleys at the rear of the residential buildings. 690 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 4 OF 25 Site Amenities: The central area of the subdivision includes a swimming pool, cabana, playground with shade sails, a dog park including six doggie stations, and two amenity fountains entering the development at Tuskawilla Drive. A main feature of the subdivision will be the immediate access to the Cross-Seminole Trail, with the ability for residents to use the trail for access to nearby shopping, schools, parks, and other community destinations. Final Engineering Plans Criteria, Sec. 20-33.1: (a) Site and final engineering plans and the subdivision of land shall also be subject to the technical requirements set forth in Chapter 9 of the City Code. It is the intent of this section to apply to applications for site and final engineering plans and to any subdivision of land requiring a plat, if applicable, and does not include review and approval of a lot split application. Please see discussion below regarding technical requirements of Chapter 9. The Final Engineering Plans have been reviewed by the City’s engineer, concluding that the Plans satisfy the technical requirements provided the conditions of approval set forth below are met. (b) Except in situations involving one (1) single-family home, the planning and zoning board shall be required to review all site and final engineering plan and subdivision of land applications and make a written recommendation to the city commission. Such recommendation shall include the reasons for the board's recommendation and show the board has considered the applicable criteria set forth in this section. (c) Upon receipt of the planning and zoning board's recommendation, the city commission shall make a final decision on the application. If the city commission determines that the planning and zoning board has not made a recommendation on an application within a reasonable period of time, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. d) Except in situations involving one (1) single-family home, all site and final engineering plan and subdivision recommendations and final decisions shall be based on whether the site and final engineering plan and subdivision of land complies with all the technical requirements set forth in chapter 9 of the City Code and the following criteria to the extent applicable: (1) Whether the applicant has demonstrated the site and final engineering plan and subdivision of land, including its proposed density, height, scale and intensity, hours of operation, building and lighting design, setbacks, buffers, noise, refuse, odor, particulates, smoke, fumes and other emissions, parking and traffic-generating characteristics, number of persons anticipated using, residing or working under the plan, and other off-site impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. 691 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 5 OF 25 Analysis: The applicant has demonstrated the proposed density, height, scale and intensity of the development as depicted in the Final Engineering Plans are consistent with the requirements of the T4 Transect (General Urban Zone) of the Town Center Code. The proposed residential buildings will include two-stories, the buildings meet setback requirements (Front 4’ min - 10’ max, Rear 3’, Side 0’), height (maximum 35’), and parking (233 spaces/1.77 per unit standards. Impacts related to noise, refuse, odor, particulates, smoke, fumes and other emissions are anticipated to be negligible given the residential nature of the project. The proposed development is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. The Hickory Grove consists of 132 single-family attached townhomes. This project has a density of ±10.73 dwelling units on ±12.3 acres. A similar approved project, Seminole Crossing Townhomes, which is also located within the Town Center (T5) Transect (Urban Center Zone) consists of 114 a single-family attached townhomes on ±8.33 acres, has a density of 13.69 dwelling units per acre. This development is located south of Winter Springs Village which is located in within the Town Center (T3) Transect (Suburban Zone). Nearby Winter Springs Village calls for a lesser density while still meeting the intent of the Town Center District Code. The Blake Apartments is located within the Town Center (T5) Transect (Urban Center Zone) and is a 279 multi-family apartment complex on ±12.4 acres, which has a density of 22.5 units per acres. The Rize, is also located in the T5 Transect and consists of 244 unit multi- family apartment complex on ±4.78 acres and has a density of 51 units per acre. In regards to density, the Town Center District does not have a maximum density and high density infill is encouraged within the Town Center pursuant to the Comprehensive Plan Policy 1.4.2 and 2.2.6 of the Land Use Element. Policy 2.2.6 encourages a minimum average residential density of 7 units per acre, unless the type of unit would warrant a lesser density, while still meeting the intent of the Town Center District Code. As demonstrated with the approved projects discussed above, Hickory Grove’s density meets the intent of the Town Center. The Applicant has demonstrated that the parking and traffic-generating characteristics of the proposed use will not adversely impact the site and surrounding area. Seminole County Public Works Department/Engineering Division reviewed the Traffic Impact Analysis and stated that the development does not appear to adversely impact County roadways. Parking and transportation are addressed thoroughly below in the Transportation section of this Report. The subdivision of land will be applied for at a later date in accordance with Section 9-74 of the City Code. To date, the Applicant has provided a draft plat and title work in conjunction with the request for Final Engineering Approval. The Development Agreement will require final plat approval within two (2) years in accordance with Section 9-74. 692 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 6 OF 25 As discussed above, the Applicant is before you today requesting approval of one remaining waiver application, Waiver #3 maximum lot coverage. This waiver is discussed below in the Waiver section of this Report. The other two waivers; #1 The cabana (amenity) to remain a one-story building in lieu of two-stories; 2) Modifying the configuration of the streetscape were approved on March 14, 2022. The applicant has demonstrated the site and final engineering plan is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. (2) Whether the Applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed density, scale and intensity of the site and final engineering plan requested. The site shall be of sufficient size to accommodate design amenities such as screening, buffers, landscaping, open space, off-street parking, safe and convenient automobile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. Analysis: The size and shape of the site is demonstrated by the ALTA survey submitted with the project’s Final Engineering Plans. The site is a total of ±12.30 acres. Access to the site is provided both from Tuskawilla Road and Bear Springs Drive. The circulation of the site is shown through the proposed, internal road and alley layout in the Final Engineering plan, which will accommodate fire truck turning radii and meeting minimum alley and street widths as required in Sec. 20-324(8). The site has been designed to accommodate screening, buffers, landscaping, open space, off-street parking, and safe and convenient automobile, bicycle, and pedestrian mobility as applicable to the proposed use. The Seminole County Fire Department has approved the plans and requires a Condition of Approval stating fences and walls are prohibited along Blumberg Boulevard (Buildings 21 thru 24), Bear Springs Drive (Buildings 7 & 8), and the High School ingress/egress driveway (Buildings 4 thru 6). Constructing a fence and/or wall will obstruct fire department access to the main-door of the townhomes, exceeding the 50 ft. NFPA 1 Requirement Per Section 18.2.3.2.1. The internal circulation plan consists of one public primary street and private alleys for access to the individual townhome garages. The existing and future Town Center street network provides multiple options for residents to reach their desired destinations. Block sizes do not exceed to maximum sizes allowed in the Town Center Code. A further analysis related to preserved tress is discussed below in the Specimen Tree Removal section of this Report. On-site improvements include, two water fountains at the entrance on Tuskawilla Road, bicycle parking, lighting, and internal pedestrian walkways utilizing alternative pavement. As discussed further below, there is adequate on-street and off-street parking for the subdivision. On-site recreational facilities have been provided, including a 1.20-acre cabana, pool area, and dog park, which exceeds the minimum 0.5-acre recreation area required by the Recreation and Open Space Element of the Comprehensive Plan. 693 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 7 OF 25 The Development Agreement provides for significant enhancements relating to landscaping buffers, including planting of eleven (11) - 10” Live Oaks, planted along Tuskawilla Drive and Blumberg Boulevard, and entry fountains. (3) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Analysis: Single-family residential attached housing is a permitted use in the T4 Transect of the Town Center and is not expected to have an adverse impact on the local economy, but to add to the local economy by means of generating tax revenue and patronizing Town Center businesses. Development of the subject property is anticipated to provide an increase to the City’s taxable value, as well as, creating additional economic activity for existing businesses owners in the surrounding area. Fiscal Impact: Approval of the Final Engineering Plan and Aesthetic Review allows the subject property to be developed into a 132-unit townhome community. Development of the subject property will increase the city’s tax base and recurring property tax revenues. Based on the expected product mix, and assuming that all unit owners will benefit from the homestead exemption, the City’s share of property tax revenue of the proposed subdivision at buildout is estimated to be $91,943.17 per annum. This compares to just $1,062.92 in 2020. This does not include tax receipts from the City’s Fire District millage. The below tables provide a more detailed breakdown for the estimated increase in the property tax to be generated by this project. The Applicant provided the below table: (4) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. 694 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 8 OF 25 Analysis: Open space is provided throughout the development via the central community gathering areas. The total gross area for the site is ±12.30 acres and the total proposed open space throughout the site is 4.19 acres (34.07%). The Applicant contracted with Bio- Tech Consulting, Inc. (BTC), to prepare an Environmental Assessment Report of the site, including review of topography, soil types mapped within the property boundaries, evaluation of land use types/vegetative communities present, field review for occurrence of protected flora and fauna, and environmental permitting and development constraints. No wetland/surface water land use type/vegetative community was identified on the property at the time of the assessment. The eastern portion of the property has been cleared. The Report concluded that no plant species “listed” on Florida’s Endangered Species, Threatened Species and Species of Special Concern by state or federal agencies were identified on the site during the assessment. None of the identified wildlife species were on the Florida Fish and Wildlife Conservation Commission’s (FFWC) Official Lists of Florida’s Endangered Species, Threatened Species and Species of Special Concern. The Report listed wildlife species identified during the evaluation of the property, and concluded that there is one (1) Bald Eagle nest (Nest #SE096a) located within 660 feet of the project site boundaries. More specifically, a small portion the nest’s secondary protection zone (330-660ft) extends across the southeastern portion of the project site. As such, the guidelines for construction and monitoring activities consistent with the USFWS Bald Eagle Monitoring Guidelines will be required for any construction activities occurring between the 330-foot protection zone and the 660- foot protection zone during the nesting season (October 1st thru May 15th). In August of 2007, the U.S. Fish and Wildlife Service (USFWS) removed the Bald Eagle from the list of federally endangered and threatened species. Additionally, the Bald Eagle was removed from the Florida Fish and Wildlife Conservation Commission’s (FFWCC) imperiled species list in April of 2008. Although the Bald Eagle is no longer protected under the Endangered Species Act, it is still protected under the Bald and Golden Eagle Protection Act, the Migratory Bird Treaty Act and FFWCC’s Bald Eagle rule (Florida Administrative Code 68A- 16.002 Bald Eagle.) Permitting through the St. John’s River Water Management District (SJWMD) would be required to develop the project site. As there are no wetlands and/or other surface water within the limits of the subject property, permitting through the US Army Corps of Engineers (USACE) will not be required. The site resides in the Lake Jesup Hydrologic Basin. A single-family residence is currently located on the site, the lot will need to be graded in order to be developed. An Environmental Assessment Report has been submitted to the city detailing the conditions on site. A noise study is not required. The City currently has a noise ordinance that restricts decibels ratings from 60-70 in commercial zones from 10:00 p.m. – 7:00 a.m. per Sec. 13-35. maximum permissible sound levels. Noise levels are not anticipated to exceed the allowable noise decibels for this residential use. Tree mitigation is discussed extensively below. 695 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 9 OF 25 As a result, the proposed development will not have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. (5) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Analysis: It is not anticipated that the proposed development will have an adverse impact on any historic, scenic, or cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. (6) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, fire, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. Analysis: An Environmental Resource Permit (ERP) will be required through the St. Johns River Water Management District (SJRWMD) to authorize the construction and operation of a stormwater management system in order to develop the project site. The proposed development will be designed in accordance with the Town Center District Code (except where a variance has been granted), which will include the following public services; water, sewer, stormwater and surface water management, police, fire (Seminole County Fire Department). Further analysis is discussed below in the Level of Service section of this Report. A bicycle rack, placed near the cabana includes ten (10) bicycle spaces and the site includes sidewalks for adequate pedestrian circulation. The proposed development is consistent residential developments and will not have an adverse impact on existing public services. A statement related to police, fire, parks and recreation is discussed below. The proposed site and final engineering plan and subdivision of land will not have an adverse impact on public services. (7) Whether the site and final engineering plan and subdivision of land, and related traffic report and plan provided by the applicant, details safe and efficient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected traffic on the immediate neighborhood, traffic circulation pattern for the neighborhood, and traffic flow through immediate intersections and arterials. Analysis: The final engineering plan and subdivision of land, and related traffic report and plan provided by the Applicant, details safe and efficient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected traffic. See the Transportation section below for further analysis regarding impact on regarding traffic circulation. 696 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 10 OF 25 (8) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. Analysis: The proposed project will increase the variety of housing unit types available within the Town Center. The proposed development is not anticipated to have an adverse impact on housing and social conditions. (9) Whether the proposed site and final engineering plan and subdivision of land avoids significant adverse odor, emission, noise, glare, and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other sire elements. Analysis: It anticipated that the proposed development will not emit odors, noise, glares, or vibrations that will adversely impact adjacent properties. There is adequate parking, lighting, refuse collection, and internal signage are proposed which will assist in limiting any perceived adverse effects. The Developer and the City shall enter into a separate Neighborhood Street Sign and Light Improvement Agreement (NSSLIA) outlining the responsibilities of the Developer and future HOA. (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and final engineering plan and subdivision of land that addresses the safety and security needs of the establishment and its users and employees and minimizes impacts on the neighborhood, if applicable. Analysis: A security plan will be provide during the initial pre-construction meeting. In addition, after the completion of the proposed development, a Homeowners Association will monitor the community and address any security needs that may arise. No foreseeable safety concerns exist associated with the proposed project. (11) Whether the applicant has provided on the site and final engineering plan and subdivision of land an acceptable plan for the mass delivery of merchandise for new large footprint buildings (greater than twenty thousand (20,000) square feet) including the hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Analysis: Not applicable for the proposed use. The project is designed as a residential subdivision and will not include mass delivery of merchandise and will not include buildings greater than 20,000 square feet. (12) Whether the applicant has demonstrated that the site and final engineering plan and subdivision of land have been designed to incorporate mitigative techniques and plans needed to prevent adverse impacts addressed in the criteria stated herein or to adjacent and surrounding uses and properties. Analysis: The proposed site will utilize the previously stubbed out internal access road for this site’s use as contemplated within the overall master design of the surrounding uses. The proposed site circulation will use internal access roads, therefore it will not heavily impact local traffic patterns. 697 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 11 OF 25 The Final Engineering Plans, in conjunction with the Development Agreement, prevent adverse impacts to adjacent and surrounding uses and properties. The proposed development will provide adequate screening and buffering. The Applicant submitted a parking generation study indicating that sufficient parking has been proposed for this use based on occupancy rates, ITE parking generation factors, and comparison with several previously-approved townhome developments within the Town Center. The replanting of trees and a payment to the tree mitigation bank will be completed to mitigate for the trees that are required to be removed for the construction of the development. (13) Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. Analysis: The applicant has agreed to execute a binding Development Agreement and it is attached hereto as an Exhibit. Specimen Tree Removal/Approval: Pursuant to Chapter 5, Tree Protection and Preservation Sec. 5-8 - Specimen or historic trees, the Applicant has requested the removal of eleven (11) of the fourteen (14) specimen trees as depicted on the Final Engineering/Landscape Plans. The Applicant states that the site's geometry, required typical section of the proposed public ROW, required rear alleys for Townhouse, and necessary site grading to ensure compliance will all code requirements (i.e. accessibility and FFE being above 2 ft. of the adjacent SW) do not allow the preservation of these trees outside from the three (3) Specimen Trees being saved (see Applicant's Tree Preservation Narrative for more detail). The City Arborist has determined that the Applicant has engaged in good faith to preserve the specimen trees. The City Arborist has determined that the relocation of these specific specimen trees is not a viable option, since it is not guaranteed that the specimen trees will survive relocation. The City Arborist has worked with the Applicant and shall make a recommendation of approval that the Applicant mitigate the removal of the eleven (11) specimen trees on-site. In addition, the applicant desires to remove 1,057 trees (2,270 credits) (including eleven (11) specimen trees) and proposes to preserve 35 trees (107 credits) of which (3) are specimen trees. The applicant shall be installing 1,240 tree credits (467 trees), which include 11 (10 inch) live oaks (Florida Grade 1). The remaining owed credits of 923 are to be mitigated a cost of $276,900 (923 credits x $300 per credit). 698 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 12 OF 25 Level of Service (LOS)/Capacity: Policy 1.7.3: Require the Community Development Department-Planning Division in conjunction with the Public Works/Utility Department and Parks and Recreation Department to evaluate and report on current capacity within each public facility category, including any encumbrances or deficiencies as part of the annual update to the Capital Improvements Element. Identify any public facilities that will require improvements to maintain adopted LOS. The concurrency evaluation system shall measure the potential impact of any proposal for a development permit or order upon the City’s multimodal transportation network and the established minimum acceptable levels of service (LOS) for public schools, sanitary sewer, solid waste, drainage, potable water, and parks and recreation facilities, unless the development permit or order is exempt from the review requirements of this section. No development permit or order which contains a specific plan of development, including densities and intensities of development, shall be issued unless adequate public facilities are available to serve the proposed development as determined by the concurrency evaluation set forth in this section. (Ord. 2010-18; 10-25-10). Public School Capacity: The Seminole County School Board District may rezone prior to construction, if deemed appropriate (or after for that matter), there are no “permanent” school zones. The proposed development is currently zoned as follows: Elementary School District: Layer (Remaining Capacity 92) Middle School District: Indian Trails (Remaining Capacity 156) High School District: Winter Springs (Remaining Capacity 448) The Seminole County School Board estimates that the proposed development will add fourteen (14) elementary, seven (7) middle school, and ten high school (10) students with the construction of the 132 townhome development. Parks and Recreation: Based on the current population and the proposed population of this project the City is proposed to have a surplus of 81.93 acres of park land. Recreation and Open Space The Element concluded (Recreation and Open Space Element, Table IV-1) that the City has adequate land to meet its overall parkland adopted Level of Service (LOS) the standard is 8 acres/1000 population through 2030. The LOS includes State and County park lands and trails that are located within the City’s jurisdictional boundaries and includes both passive and active lands. Fire Protection: The Seminole County Fire Department has approved the plans and requires a Conditional of Approval stating fences and walls are prohibited along Blumberg Boulevard (Buildings 21 thru 24), Bear Springs Drive (Buildings 7 & 8), and the High School Entrance Road (Buildings 4 thru 6). Constructing a fence and/or wall will obstruct fire department access to the main-door of the townhomes, exceeding the 50 ft. NFPA 1 Requirement Per Section 18.2.3.2.1. 699 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 13 OF 25 Police Protection: The Winter Springs Police Department has sufficient resources to serve the citizens of Winter Springs related to the proposed 132 single family attached townhome development. Public Works/Utilities Solid Waste: Garbage collection provided by Waste Pro of Florida (Waste Pro) is the City’s authorized solid waste provider. Stormwater/Drainage: The proposed stormwater management system for Hickory Grove Townhomes will encompass five (5) stormwater ponds that will provide pollution abatement (water quality) volume and peak rate attenuation (water quantity) volume. The proposed stormwater management system discharges to an existing drainage conveyance system within the Tuskawilla Drive right-of-way which ultimately outfalls to Lake Jesup, provided that the conditions of approval below are implemented. Please note that since Lake Jesup is an impaired water body, the proposed stormwater management system provides additional water quality volume to ensure that the post-development nutrient loads (nitrogen and phosphorus) to Lake Jesup do not exceed pre-development conditions. The stormwater runoff from the proposed development is properly captured and conveyed to the on-site stormwater ponds via drainage inlets and storm sewer pipes. Lastly, the proposed stormwater management system meets the stormwater criteria established by the St. Johns River Water Management District and the City of Winter Springs. While the City Commission previously granted a variance related to stormwater volume at the March 14, 2022 meeting, it should be noted that the Stormwater LOS as required in Policy 1.2.1 of the Capital Improvements Element of the Comprehensive Plan will be met and is unaffected by the variance request. Policy 1.2.1(e) Stormwater Management: 1) Water Quantity - Peak post-development runoff rate shall not exceed peak pre- development runoff rate for the 25- year, 24-hour storm event. Each development shall accommodate its proportion of basin runoff rate above the downstream systems actual capacity. 2) Water Quality - Stormwater treatment system which meets the requirements of the Florida Administrative Code (F.A.C.) and which is site-specific or serve sub-areas of the City. In addition, the Development Agreement still requires that the Developer shall submit a revised stormwater drainage plan. The reason for the recommended drainage outfall improvements is to ensure that the post-development discharge from the Hickory Grove Townhomes can be properly conveyed into the City’s existing downstream drainage system without impacting the roadway or trail during extreme storm events. The proposed improvements will not impact the existing Winter Springs High School stormwater pond and will not involve a physical crossing of the Seminole County trail. 700 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 14 OF 25 Sanitary Sewer: The east sewer plant capacity exists to serve the 132 unit townhome development, and sanitary sewer infrastructure is available to the project site. The development is connecting to the City’s wastewater collection system via the 8-inch sanitary sewer line from the utility easement southeast along Tuskawilla Road to the 12-inch force main northwest along the Michael Blake Boulevard ROW. The Developer will be dedicating the sanitary sewer collection and conveyance system within to the development to the City as part of the project close out process. Potable Water: Water plant capacity exists to serve the 132-townhome development and potable water service is available from the City’s 8-inch water main north along the Central Winds Drive right-of-way (ROW) via the 8-inch water main in the utility easement extending to the Southern edge and from the City’s 12-inch Water Main to the east along the Tuskawilla Road right-of-way (ROW) via the 12-inch water main in the utility easement extending from the northern to the southern edge. The Developer shall provide adequate infrastructure to support the use of reclaimed water for irrigation throughout the project site. The Developer will be dedicating the water and reclaimed pipelines within the development to the City as part of the project close out process. Additionally, the development will be provided reclaimed (reuse) water for irrigation purposes from a future connection to the City’s 4-inch reclaim system at the western edge of Veterans Memorial Park, south of Blumberg Boulevard and west of Bear Springs Drive upon completion of an expansion of current reclaimed distribution infrastructure. Until the reclaimed water expansion project is completed, irrigation for the subject property will be provided via temporary irrigation well. The use of temporary irrigation well and future use of reclaimed water for irrigation purposes shall reduce projected potable water consumption for the project significantly. The remaining water service for the development shall be potable. Given the use of the temporary irrigation well and future use of reclaimed water for irrigation purposes, sufficient potable water plant and permitted consumptive use permit capacity currently exists to support the projected potable water demand for the project. Parking: Subsequent to the Planning and Zoning Meeting on February 10, 2022 and the March 14, 2022 City Commission Meeting, the applicant submitted a revised site plan that provided an additional ten (10) parking spaces, throughout the development. As discussed above, the proposed development consists of 132 townhome units. All townhome units will have two-car garages and per City Code, each 2-car garage is counted as 1 parking space. The site proposes a total of 233 parking spaces (132 garage spaces, 7 visitor/overflow spaces (including 4 ADA required parking spaces), and an additional 90 overflow spaces distributed throughout the development, which is equivalent to 1.77 spaces per unit). Prior to the March 14, 2022 Commission meeting the project went before the Planning and Zoning Board/Local Planning Agency (PZB) on February 10, 2022 and PZB recommended approval of the project to the City Commission. Following the PZB meeting the Applicant requested changes to the Development Agreement (DA). One specific modification to the DA was the reduction of two (2) parking spaces which were allocated in each of the 701 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 15 OF 25 garages for each of the townhome units. The applicant is now requesting that the DA only require one space within each townhome garage be maintained for parking. The City recognizes that many enclosed garages in individual residential units are often not used to their full parking capacity. In recognition of this, the number of parking spaces considered to be available in enclosed garages shall be calculated at fifty (50) percent of the actual parking capacity per Code. Below is a comparison of parking calculations for approved townhome projects located within the Town Center. 1) Seminole Crossing Townhomes (2019) has 114 units, plus 115 on-street parking spaces. This townhome development calculated the 50% garage reduction by counting only one car parked in the garage per unit, the net parking ratio for this development is 2.01. 2) The Approved Final Engineering Plans demonstrate that Jesup’s Landing (2012) has 171 units with two-car garages. The site has 163 designated on-street parallel parking spaces, 40 designated off-street parallel parking spaces, and 43 undesignated on- street parking on neighborhood lanes, for a total of 417 parking spaces, after the 50% garage reduction by counting only one garage space per unit, the net parking ratio is 2.44. 3) The Approved Final Engineering Plans show that Jesup’s Reserve (2005) has 161units with two-car garages. At the time this development was approved, the Development Agreement assumed 2 spaces in the garages in the parking calculations. This development did not apply the 50% garage reduction. Both parking spaces in the garages are counted in the parking calculations, 320 garage parking spaces. The site also has 92 designated on-street parallel parking spaces totaling of 412 parking spaces, the engineered on-site parking ratio 2.55 or 1.55 if only one space were counted in the townhome garages. Per Section 20-324 of the City’s Land Development Code (LDC), there are no minimum parking requirements in the Town Center. The City required the applicant to provide a traffic study and a parking study which was prepared by the applicant based from the 10th Edition Institute of Transportation Engineers (ITE) Parking Generation Manual. Although, developments within the Town Center do not have a specific parking ratio requirements. It is assumed that the most residents will only park one their vehicles within the townhome garages. The Applicant’s Parking Generation Study utilizing the anticipated occupancy of the townhome units and further comparing the ITE parking generation ratios is further attached to this Report. 702 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 16 OF 25 The Applicant provided the below on-site parking ratio table: Transportation: Hickory Gove Townhomes will be accessed from both Tuscawilla Road and Bear Springs Drive. Per the City’s Comprehensive Plan, Objective 6.1: Transportation Concurrency Management Area (TCEA) Creation, the TCEA designation provides an exemption to transportation level of service requirements in an effort to support urban infill, development, redevelopment and the achievement of the City’s redevelopment goals by addressing mobility, urban design, land use mix, network connectivity and reduction in the reliance of the single occupant automobile and reduction in vehicle miles traveled. Transportation concurrency requirements are modified within the citywide TCEA to include integration and coordination among the various modes of transportation as outlined in policies for mobility found in the Multimodal Transportation Element and through complementary policies in other elements. LOS shall be used for monitoring purposes, in order to identify where multimodal improvements are needed, and not for development approvals based on capacity. The existing and future Town Center street network provides multiple options for residents to reach their desired destinations. The proposed development will have access to the site via access roadways from Bear Springs Drive and Tuskawilla Road. The analysis considers the project’s impacts on roadways and intersections in the property’s vicinity. Roadways SR 434 • Central Winds Drive to Tuskawilla Road • Tuskawilla Road to Michael Blake Boulevard • Michael Blake Boulevard to Tuscora Drive Tuskawilla Road • Trotwood Boulevard to SR 434 • SR 434 to Blumberg Boulevard Intersections • SR 434 & Bear Springs Drive • SR 434 & Tuskawilla Road • Tuskawilla Road and Blumberg Boulevard 703 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 17 OF 25 Data used in the analysis consists of site plan/development information provided by the Project Engineers, daily traffic volume data obtained from the Florida DOT and Seminole County and A.M./P.M. peak hour traffic counts obtained by the applicant’s consultant Traffic Planning and Design, Inc. The proposed development will generate a total daily traffic volume of 921 vehicle trips, of which 64 will occur in the A.M. peak hour and 77 will occur in the P.M. peak hour. The study roadway segments currently operate at adequate Levels of Service and will continue to operate at satisfactory Levels of Service when project trips are added. In addition, in March 2022 the Applicant conducted a capacity analysis study which includes arrival (AM) and pick-up (PM) traffic counts related to Winter Springs High School at each intersection listed above. See Memorandum produced by Traffic & Mobility Consultants, dated April 4, 2022. Per the Comprehensive Plan the Applicant was required to provide one (1) multimodal credit per Policy 1.11.3. In addition, new development, regardless of size, must provide operational improvements to the City’s transportation system to mitigate impacts on the system, which may include contributions to the City’s multi-modal system pursuant to Policy 1.11.6. The Applicant has chosen such a contribution to satisfy Policy 1.11.6. The Applicant is providing two (2) multi-modal projects to satisfy the Policies: 1) A six foot (6’) sidewalk to the north of the site where no sidewalk exists, and 2) Providing ten (10) bicycle parking spaces near the cabana. The two (2) projects satisfy the Applicant’s obligation. Although no multimodal credits are allocated for the improvement, the Applicant is also meeting Code requirements by removing a five foot (5’) sidewalk and replacing it with a six foot (6’) sidewalk along both Tuskawilla Road and Blumberg Boulevard. This enhancement will add increased pedestrian activity throughout this part of the Town Center. The City’s Traffic Engineer of record accepts the transportation impact analysis and addenda provided by the Applicant. The Applicant has demonstrated that the parking and traffic-generating characteristics of the proposed use will not adversely impact the site and surrounding area. In addition, Seminole County Public Works Department/ Engineering Division reviewed the Traffic Impact Analysis and stated that the development does not appear to adversely impact County roadways. See Applicant’s revised Traffic Impact Analysis, Hickory Grove - Multimodal Policy 1.11.3 Narrative, and the City’s Transportation Engineer’s analysis related to both documents (Hickory Grove Townhomes Revised TIA_Supporting_Kimley Horn). Article XII. - Minimum Community Appearance and Aesthetic Review Standards City Commission approved on March 14, 2022. 704 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 18 OF 25 Waiver Requirement: Section 20-34. – Waivers. (a) Any real property owner may file a waiver application requesting a waiver for their real property from any term and condition of this chapter (except from the list of permitted, conditional and prohibited uses set forth in any zoning district category). (b) The Planning and Zoning Board shall be required to review all waiver applications and make a written recommendation to the City Commission. Such recommendation shall include the reasons for the Board’s recommendation and show the board has considered the applicable waiver criteria set forth in this section. (c) Upon receipt of the Planning and Zoning Board’s recommendation, the City Commission shall make a final decision on the application. If the City Commission determines that the Planning and Zoning Board has not made a recommendation on an application within a reasonable period of time, the City Commission may, at its discretion, consider an application without the Planning and Zoning Board's recommendation. (d) All waiver recommendations and final decisions shall comply with the following criteria: Waiver criteria set forth in Subsection 20-34(d) are as follows: 1. The applicant clearly demonstrates that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. 3. The proposed development plan will significantly enhance the real property. 4. The proposed development plan serves the public health, safety, and welfare. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. 6. The waiver granted is the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under this chapter. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. 8. Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. Waivers Description/Justification 705 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 19 OF 25 1. Waiver Request #1: City Commission approved on March 14, 2022. 2. Waiver Request #2: City Commission approved on March 14, 2022. 3. Applicant’s Request: The Applicant requests a waiver from City Code Section 20-325 to allow the individual townhome lots to exceed the maximum lot coverage of 70%. The applicant has provided four (4) Alternatives as part of this request. The Applicant has provided four (4) alternatives; 1) The original site plan as presented on March 14, 2022 and requests a maximum lot coverage of 94.90%.; 2) Two-unit Duplexes (Applicant explored duplex units, but will require complete redesign and may not be viable due to construction costs, aesthetics, and marketability reasons is not practical or financially feasible). Alternatives 1 and 2 propose the same site layout from the March 14, 2022 City Commission Hearing, but will shift the lot lines out to either the back of curb within the alleys or to the centerline of the alleys, respectively. See Applicant’s Lot Coverage Analysis Narrative. Should the City Commission grant the waiver, the Commission should elect Alternative 1 or 2, and the Applicant will be required to amend the Final Engineering Plans to reflect the chosen Alternative. Applicant’s Justification: See Hickory Grove’s Supplement to Waiver Request. City Code/Staff Analysis: Section 20-325. - Transect standards. The T4 designation is intended for higher density subdivisions with single-family attached (townhomes) listed as a permitted use. The T4 specifically allows for side setbacks to be zero (0) feet for townhome/compact single-family developments. Hickory Grove is a single-family attached (townhome) subdivision that is an outright permitted single-family project in T4. Maintaining the elevated townhome aesthetic instead of limiting the site aesthetic to duplexes will have a positive impact on property values and keep the character of the project harmonious with the surrounding Town Center. The applicant has provided Alternatives which bring the site closer to substantial compliance with Code. Under the original configuration, the site would require a maximum coverage as high as 94.90% on 111 out of 132 lots. With the provided Alternatives the applicant has shown they are able to bring down the required lot coverage to a maximum of 75.52% for 25 out of 132 lots (Alternative 4). Alternative 2 proposes the minimum waiver on the smallest number of lots. The breakdown of the percentage of waiver is as follows: 6 lots = 70.47% lot coverage which results in a .67% waiver (24% of 25 lots) 4 lots = 71.42% lot coverage which results in a 2.03% waiver (16% of 25 lots) 9 lots = 71.55% lot coverage which results in a 2.22% waiver (36% of 25 lots) 4 lots = 72.41% lot coverage which results in a 3.44% waiver (16% of 25 lots) 2 lots = 75.52% lot coverage which results in a 7.88% waiver (8% of 25 lots) Under Alternative 2, 18.9% of the 132 lots will require waiver of less than or equal to 7.88% waiver from code. 706 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 20 OF 25 In evaluation of the above one (1) proposed waiver request, the Applicant has satisfied the eight (8) specific criteria required for waivers in the City Code of Ordinances. Variance Requirement Sec. 9-5. 1. Variance Request City Commission approved on March 14, 2022. Applicable Law, Public Policy, and Events: Home Rule Powers Winter Springs Code of Ordinances Town Center District Code City of Winter Springs Comprehensive Plan Supplemental Reports/Documents: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports November 4, 2020 Environmental Assessment | Report Bio-Tech Consulting, Inc. November 12, 2020 Phase I Environmental Site Assessment | Universal Engineering Sciences December 2020 Boundary Survey | Hickory Grove January 13, 2021 Preliminary Geotechnical Exploration | Universal Engineering Sciences January 15, 2021 School Capacity Availability Letter of Determination (SCALD) January 22, 2021 Release of Easement | Duke Energy February 22, 2021 Site Lighting Plan | Hickory Grove September 2021 Property information Letter/Plat Maps/Plat Title Report Search March 2021 Owner’s Authorization (Juanita D. Blumberg) March 24, 2021 Parking Study | Madden, Moorhead, & Stokes, LLC June 2021 Hickory Grove Fiscal Impact Statement August 18, 2021 UESDOCS-#1893181-Berm Stability Analysis | Hickory Grove Townhomes August 24, 2021 Walls S&S Permit August 26, 2021 UES Report #1887996 Geotechnical Exploration Hickory Grove Townhomes 707 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 21 OF 25 September 16, 2021 UESDOCS-#1893234-REVISED Underdrain Evaluation | Hickory Grove Townhomes September 27, 2021 Hickory Grove Color Site Plan | Storybook Holdings, LLC September 2021 March 2022 (Revised) Traffic Impact Analysis | Traffic Planning and Design, Inc. October 2021 Parking Generation Study | Traffic Planning and Design, Inc. October 2021 FDEP Wastewater Application | Hickory Grove Townhomes October 2021 FDEP Drinking Water Application | Hickory Grove Townhomes October 5, 2021 UES Pond Recovery Analysis October 14, 2021 Plat Title Report Search Package April 2022 (Revised) Stormwater Report | Madden, Moorhead, & Stokes, LLC December 2021 (Revised) Water Main Report | Madden, Moorhead, & Stokes, LLC January 2022 Winter Springs RWM Extension Final Development Plan Approval: The City Commission may approve Final Engineering Plans separately and prior to approval of the final plat as provided in Section 9-74 of the City Code. Procedural History: October 22, 2020 Pre-Application Meeting December 31, 2020/Revised October 7, 2021 Tree Preservation Narrative | Storybook Holdings, LLC January 25, 2021 City Commission | Non-Binding Preliminary Review for Hickory Grove | NBPR2020-0027 March 10, 2021 Subdivision Site Plan Review Application (SP2021-0011) | Submittal Date March 23, 2021 Aesthetic Review (AR 2021-0017) | Submittal Date August 26, 2021 Community Workshop Meeting September 14, 2021 Waiver Application (WA 2021-0040) | Submittal Date 708 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 22 OF 25 December 21, 2021 Variance Application (VA 2021-0049) | Submittal Date February 10, 2022 The Planning & Zoning Board/Local Planning Agency forwarded a recommendation of approval to the City Commission (4-0) March 14, 2022 City Commission | Two Waiver Applications granted, One variance granted | Continued April 11, 2022 City Commission | Continued May 23, 2022 City Commission | Pending Recommendation: Staff recommends that the City Commission shall either deny, approve, or approve with conditions, the, Preliminary/Final Engineering Plans, one Waiver from the Town Center Code, Removal of Specimen Trees, and the Development Agreement for Hickory Grove Townhomes, contingent upon the below conditions of approval. Conditions of Approval: 1. Project approval is conditioned upon the execution of the Development Agreement and the terms and conditions contained therein. 2. The Developer shall include a provision in the HOA Covenants and Restrictions requiring that the townhome unit garages shall be maintained such that at least one car may be parked therein. Further, the Applicant shall include a provision in the HOA Covenants and Restrictions requiring that residents shall not utilize the on- street parking on Bear Springs Drive, Blumberg Boulevard, and Tuskawilla Road for overnight parking purposes. 3. The Developer shall include a provision in the HOA Covenants and Restrictions prohibiting short-term rentals or leases for any period less than six (6) months in duration. 4. The Developer shall include a provision in the HOA Covenants and Restrictions prohibiting any two of the townhome units from being owned by any single person or entity. 5. The Developer shall include a provision in the HOA Covenants and Restrictions advising that the Project is located adjacent to Winter Springs High School, which may produce additional parking demands, noise, and bright lighting during School events, practices and activities. 709 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 23 OF 25 6. The Developer shall submit a revised stormwater drainage plan. The stormwater drainage plan shall include: (1) removal of all sediments within the existing storm pipe under the High School ingress/egress driveway; (2) regrading the existing swale north of the High School ingress/egress driveway to ensure positive drainage after the upstream pipe is cleaned; and (3) installing two segments of 15-inch RCP stormwater pipe and one (1) Type “C” ditch bottom inlet between the north end of the existing stormwater swale located north of the High School ingress/egress driveway along the Tuskawilla Road right-of-way and the existing manhole located south and adjacent to the Cross-Seminole Trail. To the extent that such 15-inch stormwater pipe will enter either property owned by the State of Florida or the Seminole County School Board, property owner authorization and an appropriate easement shall be submitted to the City. The Developer and future HOA shall submit an annual signed and sealed stormwater report to the City associated with the stormwater management system. The report shall document the conditions and operation and maintenance of the stormwater ponds and control structures. 7. Prior to the issuance of a certificate of completion and acceptance of the infrastructure, the Developer and the City shall enter into a separate Neighborhood Street Sign and Light Improvement Agreement (NSSLIA) outlining the responsibilities of the Developer and future HOA related to the decorative street lights and signage required by the Final Engineering Plans, including, but not limited to, the cost differential between maintaining standard street lights and signs and the decorative street lighting and design requirements of the Town Center Code. This NSSLIA shall substantially conform to the standard form approved by the City Commission to be utilized on a citywide basis, which is assignable and shall run with the land. 8. Seminole County Fire Department requires that fences and/or walls along Blumberg Boulevard (Buildings 25 thru 28), Bear Springs Drive (Buildings 7 & 8), and the High School ingress/egress driveway (Buildings 4 thru 6) are strictly prohibited for any future development or for the life of this residential community. Specifically, these buildings are not required to have sprinkler systems installed, as long as there are no obstructions such as fences and/or walls. Constructing a fence and/or wall will obstruct fire department access to the main-door of the townhomes and exceed the hose-lay limitations per NFPA 1 (FFPC 7th Edition). 9. Buildings 18 thru 20 shall have fire sprinklers installed. 710 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 24 OF 25 10. Developer will, at its expense, design, permit and connect to a 4-inch reclaimed water line to be installed as part of the future City reclaimed water expansion project at the intersection of Blumberg Boulevard and Bear Springs Drive for irrigation of the Property within ninety (90) days of the reclaimed water expansion project’s completion. 11. Developer will discontinue use of the temporary on-site irrigation well, and at its expense permit and abandon said irrigation well upon connection to the 4-inch reclaimed water line described above. 12. Developer is currently proposing a 4-inch reclaimed water line to be constructed, at the Developer’s expense, connecting Bear Springs Drive to Tuskawilla Road, and extending to the eastern edge of the Tuskawilla Road right-of-way to allow for future connection and reclaimed system expansion. This reclaimed water main is to be dedicated to the City of Winter Springs and is to be constructed within a public right-of-way. Developer, at no cost to the City, will upsize this reclaimed water main up to 6-inches as determined and requested in the City’s sole discretion. If the City requires the main to be larger than 6-inches, the City will pay the difference in construction cost due to the upsizing in excess of 6 inches. The City will provide the Developer the City’s required reclaimed water main size no later than ninety (90) days after the Effective Date of this Agreement. 13. The Public Works Department will allow the installation of the high-performance polypropylene HP storm pipe based on the following conditions: 1) The contractor shall conduct a CCTV inspection of all the HP storm pipe upon completion of construction and provide a copy of the CCTV inspection videos and reports to City staff to review; and 2) If the CCTV inspection videos and reports indicate deficiencies, it is understood that repairs will be performed prior to the City signing-off on the storm sewer systems. 14. Upon receipt, provide a copy of the approved St. Johns River Water Management District (SJRWMD) Environmental Resource Permit (ERP) application currently under review (SJRWMD Application No. 176109-1, submitted 10/11/21). 15. All grass areas on the Property shall use Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. 16. The Developer shall install 1,240 tree credits (467 replacement trees), which includes eleven (11) 10” inch, Florida Grade #1 live oaks. The Developer shall additionally submit a tree bank mitigation payment of $276,900.00 prior to obtaining a clearing and grading or building permit, whichever is earlier. 711 PUBLIC HEARINGS AGENDA | MONDAY, MAY 23, 2022 | PAGE 25 OF 25 17. The Developer shall only construct Craftsman-style townhomes fronting Blumberg Boulevard and Bear Springs Drive. The Developer shall include a provision in the HOA Covenants and Restrictions prohibiting the use of individual units for certain business-related activities not traditionally compatible with townhouse units and living to limit the application of Sec. 559.955, F.S. 18. The Final Engineering Plans, including the Landscape Plan, shall be updated prior to application for building permits to reflect the Alternative Plan approved by the City Commission on May 23, 2022, if any, and to reflect the addition of 10 parking spaces to the site plan. Attachments: 1. Vicinity Map 2. Color Site Plan 3. Site Plan Application (SP2021-0011) 4. Waiver Application (WA 2021-0040) 5. Supplement to Waiver Request | Applicant 6. Hickory Grove Lot Coverage Narrative | Applicant 7. Hickory Grove | Multimodal Policy 1.11.3 Narrative Lot Coverage Analysis | Applicant 8. Memorandum | Traffic & Mobility Consultants | Applicant 9. Parking Generation Study 10. Hickory Grove Townhomes – Review of Revised TIA & Supporting Documents | Kimley Horn | City Traffic Engineer | Kimley Horn 11. Stormwater Report | April 2022 12. Final Engineering Plans / Site Plan Approval 13. Narrative Applicant Letter / Landscape Irrigation Plan / Tree Survey 14. HOA Articles/ HOA Bylaws/ HOA Declaration/HOA provision 559.955 FS_DRAFT *HOA documents will be revised once all the conditions of approval and DA stipulations are finalized. 15. Development Agreement 16. Hickory Grove Supplemental Reports 712 Project Site Parcel ID #26-20-30-5AR-0B00-028E SUBJECT PROPERTY 713 StoryBook Holdings, LLC Jose Chaves, PE / Owner Jose@StoryBookHoldings.com 5260 N. Lake Burkett Lane Winter Park, Florida 32792 T: 321-246-8811 May 10, 2022 Christopher Schmidt City of Winter Springs Economic and Community Development Director 1126 East State Road 434 Winter Springs, Florida 32708 Re: SP2021-0011 Hickory Grove Subdivision Lot Coverage Analysis Mr. Schmidt: Brief Introduction: On Monday, March 14, 2022, the Hickory Grove Townhomes project was presented to the City of Winter Springs Commission to review the following: - Aesthetic Review - Preliminary / Final Engineering Plans - Waiver No. 1 – City Code Section 20-325 regarding accessory structure building height. - Waiver No. 2 – City Code Section 20-601(b) regarding the configuration of the twenty-seven-foot (27’) streetscape. - Waiver No. 3 – City Code Section 20-325 regarding the maximum lot coverage - Variance – City Code Section 9-241 (e) regarding required stormwater discharge attenuation. - Removal of Specimen Trees - Development Agreement During review of Waiver Number 3 regarding the lot coverage, the City Commission expressed an interest in further analysis and review regarding the required / provided maximum lot coverage to ensure that we were asking for the minimum waiver necessary. The Commission also requested further review of the feasibility of meeting this code intent, what implications it would have on the site plan, and documentation of what work has been completed in attempts to minimize the waiver request. This narrative is provided to respond to the Commission’s request, beginning with an explanation of how we’ve approached and worked for 18 months planning the site. Site Planning – General Approach: Our project team began site planning the project in September, 2020. We started by meeting with staff after having made an in-depth review of the City’s Land Development Code, the Town Center District Code, the City’s Comprehensive Plan Future Land Use Element, existing townhouse communities in the Town Center, the history of the Town Center planning, records of the previous application for this property for special exceptions in support of Beazer’s 55+ community (including public hearing meeting minutes from 2018), and the existing site conditions including dimensions and topography. From the onset, one of our goals was to meet every requirement of the Land Development Code so that we did not need to request any waivers and/or variances. 714 Since the City requires the site plan to include full engineering and exact architectural renderings, we selected a builder right away. Even though we received numerous offers we contracted with Mattamy Homes in part because they have a reputation for high quality and, being privately owned, they have more flexibility being able to commit to the City’s high aesthetics standards. Mattamy has been an active member of the design team which also includes some of the most experienced firms in Central Florida, all of which have completed multiple successful projects within the City of Winter Spring. The team includes Madden, Moorhead & Stokes (Civil Engineering), Daly Design Group (Land Planning and Landscape Architecture), Traffic Planning & Design (Traffic Engineering Consultant), Accuright Surveys of Orlando Inc. (Surveyor), Biotech Consulting Inc. (Environmental Consultant), Universal Engineering Sciences (Geotechnical Engineering), and North Star Environmental Consulting (Arborist Ray Jarrett). As early as December, 2020, we identified the following important planning and design principles from the City’s Comprehensive Plan and Land Development Code: 1. The Town Center is intended to be a vibrant “downtown” in the heart of the City with a mix of uses built on a pedestrian scale interconnected grid of streets and blocks. Hickory Grove provides buildings fronting Blumberg Blvd and Bear Springs Drive. The internal roadway network is lined with sidewalks, parallel parking, city trees and townhouses to further expand the urban fabric and walkability at the heart of the Town Center. 2. Town Center residential development is encouraged to be built at high densities, with a minimum average residential density of seven (7) units per acre. As is the case with the Town Center, general “town center” planning principles seek a mix of uses, walkability and high residential densities in order to create the population base necessary to support the adjacent shops and restaurants. Hickory Grove’s 132 DU results in a project density of 10.73 DU/Acre which is within the density range of many other townhouse projects in the Town Center including: (1) Seminole Crossing Townhomes (13.69+/- DU / Acre), (2) Jesup’s Landing (9.97+/- DU/Acre) and (3) Jesup’s Reserve (14.63 DU / Acre). Hickory Grove and these other townhouse projects are consistent with the intent and requirements of the Comprehensive Plan for the Town Center. 3. Hickory Grove should represent residential urban fabric in a more compact area that is close to the core of the Town Center. Hickory Grove is immediately across the street from the Town Center’s core and its density and mix of 4, 5, and 6-unit buildings contributes to a residential urban fabric in a more compact area. 4. Prominently present the townhouses fronting on the existing streets with minimum front and side yard setbacks. Hickory Grove’s design layout places the principal plane of the buildings in close proximity to the streets. The design with 4, 5 and 6-unit buildings allows for an internal network of larger, more substantial common open space which should attract the entire community, thereby creating conditions for neighbors to meet and get to know each other. 715 5. Compatibility with other adjacent or nearby land uses within the Town Center and any established surrounding neighborhoods. We considered all aspects of Jesup’s Landing, Jesup’s Reserve, Winter Springs Village, Seminole Crossing, and Tuskawilla Crossing for purposes of determining compatibility within the Town Center and established neighborhoods. 6. Site Access Hickory Grove is surrounded by 3 public streets (i.e., Bear Springs Dr., Blumberg Blvd. and Tuskawilla Road) and a private drive within the high school parcel. The Commission made clear during its review of the Beazer 55+ Multifamily project that it did not favor direct access to the school road. Such access being in “the back” of the Hickory Grove community would also not be desirable from a marketing and value preservation standpoint and would encourage cut through traffic from the high school Further, during the Beazer project hearings, the Commission made clear that it did not favor direct access on Blumberg Blvd. Thus, in consideration of all of this, Hickory Grove is designed with access limited to Bear Springs Drive (aligned with City Court) and Tuskawilla Road (centered between the High School Access Road and Blumberg Blvd), both of which provide direct access to signalized intersections at SR 434 thereby allowing a wide dispersion of project traffic. 7. Land Development Code – Town Center T4 Transect Hickory Grove complies with all T4 Transect requirements including, for example, those regarding building setbacks, minimum lot width/depth, building height, minimum finished floor elevation and alley-accessed garages. Regarding the requirement of 70% maximum lot coverage, after we made inquiry of staff of the applicability to townhouse lots, staff advised us that the “requirement can be met from the entire project boundary and not the individual lots.” Lot Coverage is defined in every residential zoning district in the City’s land development code as “the percent of the lot area is the maximum which may be covered by the principal and accessory buildings or structures.” After the hearing on March 14th, the City Attorney confirmed that lot coverage does not include driveways, sidewalks, and other impervious area. We have taken all of this into account in designing the lot layout alternatives discussed later in this memo. 8. Site Geometry and Topography The unique configuration of the site, as well as the site topography, are critical factors influencing the site design. For example, these factors dictated that the most efficient design would orient the main spine road in an east-west direction. Another example is that the topography – with a fall of about 15’ from the middle of the site to the eastern end – mandates that most of the stormwater ponds be located in the eastern portion of the project site. Another factor influencing the project design was the Town Center theme of having “streets lined with townhouses” which resulted in further defining the target cross-section. 9. Project Economics and Efficiencies In order to limit impervious area and for financial feasibility reasons, a primary goal in designing all development projects is to make sure that all roads and alleys be “double-loaded” (i.e., access to units on both sides of the road/alley) as much as possible. With this in mind, we sought to design the target cross-section to best fit 716 across the entire site. The Hickory Grove target cross-section includes a target lot size (58.3ft x 21.33ft min.) similar to that of Jesup’s Landing (53.08ft x 21.33ft min.) and Jesup’s Reserve (61ft x 22ft) cross-section. In Jesup’s Reserve the rear alleys are included as part of the lots subject to a 15’ ingress/egress easement along the rear lot lines in favor of the HOA, while in Jesup’s Landing the alleys are established as separate tracts owned in fee simple by the HOA. The version of the Hickory Grove site plan presented to the Commission on March 14th places the alleys in separate tracts. However, we have now also drawn alternative designs discussed later where the rear alleys are included in the lots as was done at Jesup’s Reserve. When the alleys are included in the lots, most lots in Hickory Grove meet the maximum 70% lot coverage requirement. Figure 1 - Target Cross-section (* = MIN. was increased to 58.3’ during final design) Figure 2 - Target Cross-Section: After the Blumbergs conveyed land: (i) to the City for Blumberg Blvd. and Bear Springs Drive; (ii) to SCPS for the high school access road and storm pond; and (iii) to the City (via State of Florida TIIF) for parks, the resulting shape of the 12.3 acre tract forces the spine road aligning with City Court to diverge north due to a change in direction in the northern property boundary of the park (Parcel 4 of the Hickory Grove Park) (this area is marked in red in Figure 2 for reference). Based on these principles, and with the intent to meet all code requirements to ensure no variances or waivers were required, the design team developed our initial submittal of the Preliminary and Final Alley Alley 62 FT R-O-W 30 FT 30 FT 56 FT* 56 FT* 56 FT* 56 FT* 346 FT TOTAL 717 Engineering plans (and supporting documents / applications) and submitted it to the City in March 2021. Specifically with regard to the lot coverage, during the plans review process we received correspondence from the City’s Economic and Community Development Director on September 10th stating: “I have repeatedly provided this answer, but for more clarification, the (maximum 70% lot coverage) requirement can be met from the entire project boundary and not the individual lots. It will need to be reflect(ed) on the plans.” With this resolved (as well as myriad other design issues), the design team was able to keep lot sizes to a minimum thereby allowing us to provide larger common open space areas. This process also created the opportunity for us to add a dog park amenity that staff had sought from the beginning. Later, after the plans had been prepared and as we were preparing for the public hearings, City staff informed us on February 2, 2022, that the City Attorney’s office advised staff that the project would need to submit a waiver request for the 70% maximum lot coverage. After we submitted the waiver, the staff analysis regarding this waiver noted: “… the 70% maximum lot coverage requirement in the Town Center Code appears illogical and/or excessive for a traditional attached single family home lot (townhouse). The 70% requirement for Hickory Grove is met from the entire project boundary and not with the individual lots, as reflected on the Final Engineering Plans. Staff supports this waiver request, as it meets the waiver criteria set forth in Subsection 20-34(d).” In summary, neither the applicant nor staff overlooked or disregarded the lot coverage requirement. Instead, lot coverage was discussed with City staff extensively, culminating with staff providing the applicant with specific written direction for how to handle it in the site planning. Site Planning Alternatives for Minimizing the Lot Coverage Waiver Request: During the hearing on March 14th, the Commission expressed concern about whether the applicant adequately explored lot layout design alternatives that could eliminate, or minimize, the lot coverage waiver request. One alternative that was mentioned involved a complete redesign and revamping of the project to replace the multi-unit townhouse buildings with two-unit duplexes. Another alternative discussed was increasing the lot sizes as necessary to meet the lot coverage requirement. The project team has now further analyzed the four alternatives involving increased lot sizes. These are listed and described below as the existing plan alternative, the duplex alternative, and two other alternatives (identified as Alternatives 1 and 2 below). As explained below, the applicant has determined that the duplex alternative is impractical and not financially feasible. However, the applicant does believe that the existing plan alternative and either of Alternatives 1 or 2 are achievable and is prepared to pursue the one that the Commission might prefer. 718 A. Existing Plan Alternative: The “existing conditions” represent the typical lot layout for Hickory Grove as shown in the Engineering Plans dated 01/28/2022, presented to the City Commission on March 14, 2022. An excerpt of the typical lot layout from these Engineering Plans is detailed below: Figure 3: 62 FT DEEP CORNER LOTS TYPICAL DETAIL Figure 4: 55.8’ FT DEEP CORNER LOTS TYPICAL DETAIL Figure 5: 62 FT STANDARD LOTS TYPICAL DETAIL Figure 6: 55.8’ FT DEEP STANDARD LOTS TYPICAL DETAIL 719 B. Duplex Design Alternative: The project team compared the use of Duplex Buildings vs Townhouse Buildings for the Hickory Grove project to review the resulting feasibility. The Townhouse Buildings approach as proposed involves 28 buildings and a total of 132 dwelling units. These dwelling units are organized between 4-unit, 5-unit, and 6-unit buildings to provide a diversity of building width for aesthetic appeal. As requested by the Commission, the project team designed an alternative site plan to propose lots that could support duplex buildings (2-units per building). The Duplex concept resulted in a doubling of buildings (i.e. 57 duplex buildings vs. 28 multi-unit buildings) for a total of 114 dwelling units (a loss of 18 units or a 13.6% reduction). Many, if not most, development costs (e.g. project entrances, principal spine road and alleys, potable water and sanitary sewer infrastructure, stormwater management conveyance system and treatment ponds, street lighting, pool and tot-lot amenity areas) are fixed so when you reduce the lot yield you increase the development costs per lot. In addition, building duplexes in lieu of multi-unit townhouse buildings significantly increases construction costs of the units. Construction costs increases would include: (i) doubling the number of floor slabs that would have to be formed and poured; (ii) doubling the number of roof/truss systems to design and install; and (iii) increasing the number of exterior walls that must be finished due to the loss of the joint walls of interior units. On top of the construction cost related impacts, the duplex approach presents an issue with aesthetics and marketability. The duplex approach would require a complete change in the building architecture and elevations from that we have already provided to the Commission for the townhouse buildings. With duplexes, the ability to present the appearance of distinct elevations for each unit would be compromised. It would be highly unlikely that an acceptable design could be found to accommodate the single-story element to some of our end units as we provide for the townhouse buildings concept. Further, based on discussions with Mattamy and other builders, there would be little to no interest in constructing a duplex community at this location without the City providing substantial affordable housing incentives. In order to be able to offer high quality amenities, extensive landscaping (we are planting 467 new trees) and top- end architecture using a high-quality mix of building materials and design features, the builders need the higher density look and feel of the townhouse product consistent with the rest of the Town Center. C. Increase Lot Sizes Alternatives: The project team evaluated the implications of increasing the lot sizes proposed in order to meet the Lot Coverage requirement from Sec. 20-325 of the City’s Code of Ordinances. The existing plan conditions were reviewed on a lot-by-lot basis, and two alternatives to increase the lot sizes were developed in attempts to limit the waiver required. Information used in this analysis is further summarized below: Alternative 1 – Increase Lot Sizes While Maintaining Alleys as Separate Tracts The first alternative lot layout: (i) increases the size of all lots by extending the rear lot line to the back of curb of each alley, allowing the alley to remain as a separate tract and maintain a minimum 20ft width; and (ii) increases the width of the corner lots. This Alternative 1, while not completely eliminating the need for a waiver on all lots, reduces the average lot coverage to just 73.5% and reduces the number of lots needing the highest degree of waiver relief from 28 lots in the Existing Conditions to just three (3) lots. These proposed changes to the lot layout are highlighted in yellow in the typical lot diagrams below. Further details of the Lot Layout proposed under this alternative are included in the Exhibits, reference “C-100 Alternative 1” provided by the project engineer. 720 Figure 7: 62 FT DEEP CORNER LOTS ALT 1 DETAIL Figure 8: 55.8’ FT DEEP CORNER LOTS ALT 1 DETAIL Figure 9: 62 FT STANDARD LOTS ALT 1 DETAIL Figure 10: 55.8’ FT DEEP STANDARD LOTS ALT 1 DETAIL Alternative 2 – Expand Lot Depths to Include Alleys The second alternative lot layout extends the rear lot lines to place the alleys within ingress/egress easements in the rear of the lots, with some alley sections remaining within separate tracts owned in fee simple by the HOA. This design approach (i.e. alleys within ingress/egress easements in the rear of the lots) is allowed by Code and, indeed, is the same design approach done for both Jessup’s Reserve (reference Plat Book 71 Page 86) and Winter Springs Village (reference Plat Book 76 Page 36). Excerpts of these plats are pasted below. Alternative 2 provides the greatest opportunity to minimize the waiver request. For example, 106 of the 132 total lots do not require any waiver. Details of the Lot Layout proposed under this alternative are included in the Exhibits, reference “C-100 Alternative 2” provided by the project engineer. 721 Figure 11: Snapshot of the Jesup’s Reserve Plat Figure 12: Snapshot of the Winter Springs Village Plat 722 Summary: Total No. Of Lots Lot Coverage ≤ 70% - No Waiver Required No. of Lots Requiring Waiver Average Lot Coverage For Lots Requiring a Waiver Average Lot Coverage For All Lots Max Lot Coverage for Any Lot (Max Permitted = 70%) Lot Coverage 70% to <75% Lot Coverage 75% to < 80% Lot coverage 80 to < 90% Lot coverage 90 to < 100% Qty Qty % of Lots Qty % of Lots Lot Cov. % Lot Cov. % Qty Lot Cov. % Qty % of Lots Qty % of Lots Qty % of Lots Qty % of Lots Existing Conditions 132 21 15.9% 111 84.1% 84.2% 81.8% 16 94.9% 17 12.9% 9 6.8% 57 43.2% 28 21.2% Alternative 1 – Increase Lot Sizes While Maintaining Alleys as Separate Tracts 132 54 40.9% 78 59.1% 80.6% 73.5% 3 90.3% 4 3.0% 33 25.0% 38 28.8% 3 2.3% Alternative 2 - Expand Lot Depths to Include Alleys 132 107 81.1% 25 18.9% 72.10% 63.2% 2 75.49% 23 17.4% 2 1.5% 0 0.0% 0 0.0% 723 Please feel free to contact me directly if you have any questions regarding the information provided. Regards, __________________________________ Jose Chaves, P.E. StoryBook Holdings, LLC Jose@StoryBookHoldings.com T: 321-246-8811 724 Summary of Included Exhibits: 1. Lot Coverage Exhibits a. Existing Conditions Lot Coverage b. Alternate 1 Lot Coverage c. Alternate 2 Lot Coverage 2. Overall Site Plan a. Existing Conditions Site Plan – Sheet C100 b. Alternative 1 Site Plan – Sheet C100 Alternative 1 c. Alternative 2 Site Plan – Sheet C100 ALT #2 3. Correspondence a. Email from Economic and Community Development Director dated September 10, 2021. b. Email from Senior City Planner dated February 02, 2022 725 1. Lot Coverage Exhibits 726 TRBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANETRACT PTRACT MTRACT NTRACT U TRACT A TRACT C TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT B TRACT A TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT TTRACT DTRACT OTRACT LTR20071 26 20 30 WZ WZ 5/3/2022 1" = 50' LOT COVERAGE EXHIBIT CURRENT LAYOUT 727 TRBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANETRACT PTRACT MTRACT NTRACT U TRACT A TRACT C TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT B TRACT A TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT TTRACT DTRACT OTRACT LTR20071 26 20 30 WZ WZ 5/3/2022 1" = 50' LOT COVERAGE EXHIBIT ALTERNATIVE 1 728 TRTRTRACT PTRACT MTRACT NTRACT UBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP TRACT A PEPPERWOOD LOOP TRACT R TRACT F TRACT J TRACT Q TRACT A TARFLOWER DRIVE TRACT G TRACT H TRACT I TRACT S TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT T CRAB APPLE LANE CRAB APPLE LANETRACT OTRACT L20071 26 20 30 WZ WZ 5/3/2022 1" = 50' LOT COVERAGE EXHIBIT ALTERNATIVE 2 729 2. Overall Site Plan 730 XXXXXX X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TRXXXXXX X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TRBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANETRACT PTRACT MTRACT NTRACT U TRACT A TRACT C TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT B TRACT A TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT TTRACT DTRACT OTRACT LC1 C2 C51"= 60' C100PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 731 XXXXXX X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TRXXXXXX X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TRBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANETRACT PTRACT MTRACT NTRACT U TRACT A TRACT C TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT B TRACT A TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT TTRACT DTRACT OTRACT LC1 C2 C51"= 60' C100 Alternative 1PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 732 XXXXXX X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TRXXXXXX X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TRTRACT PTRACT MTRACT NTRACT UBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP TRACT A PEPPERWOOD LOOP TRACT R TRACT F TRACT J TRACT Q TRACT A TARFLOWER DRIVE TRACT G TRACT H TRACT I TRACT S TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT T CRAB APPLE LANE CRAB APPLE LANETRACT OTRACT LC1 C2 C51"= 60' C100 ALTERNATIVE 2PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 733 3. Correspondence 734 735 736 737 738 739 740 741 742 743 744 745 746 ; William Zeh; Bill Maki; Tom Daly; Jon Droor; Dustin McGlinchey 747 748 Waiver Request #1 Pool Amenity Building – Requesting a waiver from City code Section 20-325 to allow a 1-story elevation for the Pool accessory structure (Pool Amenity Building), which is less than the minimum requirement of 2 stories for all structures per the Comments received from the City of Winter Springs dated 11/10/2021 (reference City project numbers SP2021-0011, AR2021-0017 and WA2021- 0040). The Pool Amenity Building is proposed to provide bathrooms and changing rooms for the pool area within a small footprint of 1,216 sf. The existing topography of the property and the proposed grades of the subdivision, makes it such that this building will be at the “top of the hill” when entering the project from Tuskawilla Road. Making the Pool Amenity Building 2-stories would obscure the views of the tree canopies being preserved and proposed to be planted west of the pool area, and the existing Hickory Grove Park (State Owned Land). 1. Demonstrate that the applicable terms or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? (Justification) This waiver request is due size, location, and intended use of proposed structure. Granting this request will allow for a proportional design elevation for the pool amenity building. 2. Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? This waiver request is necessary to prevent the tree canopies being preserved and proposed to be planted south and west of the pool area, to be obscured from the Public Right-Of-Way by allowing construction of a single story accessory structure. The proposed development plan is otherwise in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan. City Code: Sec. 20-325. Transect standards. T4 (General Urban Zone) (2) Dimensional requirements. Lot Design Guidelines. Building height 2 stories min., 5 stories max. Similar requests and approvals have been granted in the Town Center for the Rize and Seminole Crossing Townhomes. 749 Waiver Request #2 Required Streetscape – Requesting a waiver from Winter Springs City Code Sec. 20- 601(b) in order to clarify that the order and configuration of the various components of the required twenty- seven-foot (27’) Streetscape on Tuskawilla Road as shown on the development plan are allowed. The Code requires a 27’ streetscape area consisting of “(1) Five-foot landscape area; (2) Six-Foot sidewalk; and (3) Sixteen-foot landscape and treescape area for planting canopy trees which will line the right-of-way and installing any authorized street furnishing”. The project’s frontage along Tuskawilla Road includes existing on-street parallel parking and an existing Five-Foot sidewalk constructed immediately adjacent to the parallel parking. The project proposes to provide the required 27’ streetscape area by replacing the City’s existing 5’ sidewalk with a 6’ sidewalk (thereby making it Code compliant) and providing the remaining 21’ of streetscape area behind the sidewalk. The 21’portion of the streetscape area includes installation of eleven 10’ live oaks, a row of understory trees, shrubs, low ground cover and decorative grasses, two benches on concrete pads, and part of the pond banks. It could easily be argued that the applicant is actually providing a Streetscape area that is much larger than 27’ when considering that the new ponds proposed along the frontage of Tuskawilla Road will include decorative fountains, and the banks on the opposite side are landscaped with Bald Cypress trees. This layout and design further complement the Intent of the State Road 434 and Tuskawilla Road Streetscape Requirements improving the aesthetics and helping create a better place and image for present and future residents and business within the City and the Town Center. 1. Demonstrate that the applicable terms or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? (Justification) The waiver modification to the required streetscape configuration include existing conditions which are unlike other developments, as the boundary of the site on Tuskawilla Road already includes multiple off- street parking spots. 2. Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? The 21’ portion of the streetscape area includes lining Tuskawilla Road with eleven 10’ live oaks, a row of understory trees, shrubs, low ground cover and decorative grasses, two benches on concrete pads, and part of the pond banks. The project further complements the intent of City Code Sec 20-601, by placing the buildings further from the Tuskawilla Road Right-of-Way, and amenitizing the ponds that front Tuskawilla Road by adding fountains, and bald cypress trees along the pond banks. City Code: Sec. 20-601(b). - Required streetscape. The streetscape requirements set forth in Chapter 20, Article VII S.R. 434 and Tuskawilla Road Streetscape Requirements shall apply. According to staff, the City has recently approved other similar waivers in the Town Center including for the Winter Springs Marketplace and the Wendy’s Restaurant. 750 Waiver Request #3 Lot Coverage – Requesting a waiver from City code Section 20-325 to allow the individual townhome lot coverage to reach a maximum of 88% in leu of the 70% maximum permitted by code. 1. Demonstrate that the applicable terms or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? (Justification) This waiver request is due to the absence of land available for individual townhome lot sizes within the T4 Transect. The intent of this section of the Code is for traditional detached single-family homes in suburban neighborhoods and is not intended for attached townhomes or compact single-family homes in urban neighborhoods. Townhome yards by nature are compact and do not allow for accessory structure, swimming pools, etc as in traditional neighborhood subdivision. It is illogical for a townhome to meet a 70% lot coverage specially when the setbacks within the T4 Transect allow for zero (0) ft side setback, three (3) ft min. rear setback, and four (4) ft. min. front setback. 2. Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? This waiver request is required specifically for the per lot “Lot Coverage”. The proposed development is providing a maximum of 70% lot coverage across the site by providing common areas. The proposed development plan is otherwise in substantial compliance with Chapter 20 of the City’s Code of Ordnances and in compliance with the Comprehensive Plan. City Code: Sec. 20-325. Transect standards. T4 (General Urban Zone) (2) Dimensional requirements. The T4 designation is intended for higher density subdivisions, especially since T4 specifically allows for side setbacks to be zero (0) feet for townhomes/compact single-family developments. 751 The proposed height is 13’ for the cabana and the square footage is 1,216 SF. 752 753 754 755 756 757 758 759 760 761 Supplement to Waiver Request Waiver Request #3 Lot Coverage – This involves a waiver from Section 20-325(b) Transect Zone Design Standards T4 (General Urban Zone) Paragraph (2) – Dimensional Requirements. More specifically, for each alternative lot layout design the Applicant is presenting to the Commission, the waiver would allow “lot coverage” (i.e., the portion of a lot covered by the principal building and any accessory building or structures, not including driveways, sidewalks and other impervious areas) to exceed the 70% maximum, but only on a lot-by-lot basis. For each alternative, the lots needing waivers are specifically identified in the lot coverage tables attached hereto. In this way, the Applicant is asking for the minimum waiver that will eliminate or reduce the illogical, impossible, impractical or patently unreasonable result caused by the 70% maximum lot coverage requirement. The waiver criteria under Section 20-34 require the applicant to “demonstrate that the applicable term and condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development.” Applicant’s Response: When applied to “the proposed (Blumberg remnant) property and (townhouse) development,” the 70% maximum lot coverage requirement creates an illogical, impossible, impractical or patently unreasonable result. As the testimony at the Commission hearing on March 14th revealed, townhouse development - a permitted use by right on the Blumberg property - is considered a compact residential form that typically involves the construction of principal and accessory buildings covering more than 70% of the lot. The Applicant’s plans are to construct such buildings having a size and dimension that are also generally typical of a townhouse project constructed in the City. The Applicant has simultaneously submitted with this supplement a companion narrative describing various alternative lot layout designs it has considered for the project with an eye towards avoiding, or minimizing, the need for the waiver. In the narrative the Applicant explains how the “duplex design alternative” could meet the 70% coverage requirement, but produces an impractical and/or patently unreasonable result (i.e., a loss of 18 units, a loss of aesthetic appeal inconsistent with the objectives of the Code, and increased costs that make the project financially unfeasible). The three other alternatives – all of which are acceptable to the Applicant – would still require waivers but only for some, but not all, of the lots. These lots, and the estimated amount of coverage for each, are identified in the narrative as well as in the attached tables corresponding to the three alternatives. Thus, the extent of the necessary waiver request can be significantly minimized depending upon which of the plan alternatives the Commission decides to approve. W ith the waiver, an illogical, impossible, impractical or patently unreasonable result is avoided. 762 EXISTING CONDITIONS LOTS REQUIRING WAIVER Lot Number Lot Coverage % increase from the 70% max Lot Number Lot Coverage % increase from the 70% max Lot Number Lot Coverage % increase from the 70% max Lot 1 89.39%27.70%Lot 46 89.39%27.70%Lot 91 70.22%0.31% Lot 2 85.04%21.49%Lot 47 72.35%3.36%Lot 92 70.22%0.31% Lot 3 83.92%19.88%Lot 48 80.75%15.36%Lot 93 94.91%35.58% Lot 4 71.51%2.16%Lot 49 86.00%22.86%Lot 94 94.91%35.58% Lot 5 71.11%1.58%Lot 50 62.01%Lot 95 94.91%35.58% Lot 6 90.05%28.65%Lot 51 66.31%Lot 96 94.91%35.58% Lot 7 90.05%28.65%Lot 52 88.44%26.34%Lot 97 89.39%27.70% Lot 8 90.05%28.65%Lot 53 94.91%35.58%Lot 98 89.93%28.47% Lot 9 89.39%27.70%Lot 54 88.44%26.34%Lot 99 89.93%28.47% Lot 10 89.63%28.04%Lot 55 66.31%Lot 100 71.51%2.16% Lot 11 88.44%26.34%Lot 56 66.38%Lot 101 71.51%2.16% Lot 12 89.63%28.04%Lot 57 89.63%28.04%Lot 102 85.04%21.49% Lot 13 89.63%28.04%Lot 58 88.44%26.34%Lot 103 83.92%19.88% Lot 14 88.38%26.25%Lot 59 66.31%Lot 104 71.55%2.22% Lot 15 86.21%23.15%Lot 60 70.22%0.31%Lot 105 71.51%2.16% Lot 16 80.53%15.04%Lot 61 94.91%35.58%Lot 106 89.93%28.47% Lot 17 79.44%13.49%Lot 62 94.91%35.58%Lot 107 89.93%28.47% Lot 18 80.51%15.02%Lot 63 94.91%35.58%Lot 108 71.51%2.16% Lot 19 80.52%15.03%Lot 64 94.91%35.58%Lot 109 71.51%2.16% Lot 20 79.45%13.51%Lot 65 89.63%28.04%Lot 110 85.04%21.49% Lot 21 59.58%Lot 66 88.44%26.34%Lot 111 83.92%19.88% Lot 22 59.59%Lot 67 89.63%28.04%Lot 112 89.39%27.70% Lot 23 79.47%13.53%Lot 68 88.44%26.34%Lot 113 83.97%19.96% Lot 24 80.54%15.06%Lot 69 66.31%Lot 114 84.60%20.85% Lot 25 80.55%15.07%Lot 70 70.15%0.22%Lot 115 84.60%20.85% Lot 26 79.49%13.55%Lot 71 94.77%35.39%Lot 116 84.60%20.85% Lot 27 59.60%Lot 72 94.77%35.39%Lot 117 67.18% Lot 28 59.61%Lot 73 70.12%0.17%Lot 118 67.18% Lot 29 79.50%13.57%Lot 74 66.34%Lot 119 84.60%20.86% Lot 30 80.58%15.11%Lot 75 89.63%28.04%Lot 120 84.60%20.86% Lot 31 80.58%15.11%Lot 76 88.44%26.34%Lot 121 84.60%20.86% Lot 32 79.52%13.59%Lot 77 66.31%Lot 122 67.18% Lot 33 80.59%15.13%Lot 78 70.15%0.22%Lot 123 67.18% Lot 34 82.72%18.17%Lot 79 94.77%35.39%Lot 124 84.60%20.86% Lot 35 83.22%18.88%Lot 80 94.77%35.39%Lot 125 84.60%20.86% Lot 36 83.22%18.88%Lot 81 94.77%35.39%Lot 126 84.60%20.86% Lot 37 66.18%Lot 82 94.91%35.58%Lot 127 67.19% Lot 38 65.80%Lot 83 94.91%35.58%Lot 128 67.19% Lot 39 78.70%12.43%Lot 84 94.91%35.58%Lot 129 84.61%20.87% Lot 40 77.66%10.94%Lot 85 94.91%35.58%Lot 130 82.12%17.31% Lot 41 82.72%18.18%Lot 86 70.22%0.31%Lot 131 77.53%10.76% Lot 42 90.05%28.65%Lot 87 70.22%0.31%Lot 132 69.66% Lot 43 90.05%28.65%Lot 88 94.91%35.58% Lot 44 90.05%28.65%Lot 89 94.91%35.58%No. Lots Req. Waivers 111 Lot 45 90.06%28.65%Lot 90 94.91%35.58%Lots Requiring Waiver BOLD 763 ALTERNATIVE 1 LOTS REQUIRING WAIVER Lot Number Lot Coverage % increase from the 70% max Lot Number Lot Coverage % increase from the 70% max Lot Number Lot Coverage % increase from the 70% max Lot 1 68.95%Lot 46 71.19%1.70%Lot 91 60.02% Lot 2 78.70%12.43%Lot 47 57.36%Lot 92 60.02% Lot 3 77.65%10.94%Lot 48 77.39%10.55%Lot 93 81.12%15.88% Lot 4 66.18%Lot 49 82.20%17.43%Lot 94 81.12%15.88% Lot 5 65.80%Lot 50 59.19%Lot 95 81.12%15.88% Lot 6 83.33%19.05%Lot 51 63.10%Lot 96 63.31% Lot 7 83.33%19.05%Lot 52 84.15%20.21%Lot 97 69.05% Lot 8 83.33%19.05%Lot 53 85.28%21.83%Lot 98 83.22%18.88% Lot 9 68.93%Lot 54 84.15%20.21%Lot 99 83.22%18.88% Lot 10 64.47%Lot 55 63.10%Lot 100 66.18% Lot 11 81.51%16.44%Lot 56 63.16%Lot 101 66.18% Lot 12 82.61%18.01%Lot 57 85.28%21.83%Lot 102 78.70%12.43% Lot 13 82.61%18.01%Lot 58 84.15%20.21%Lot 103 77.65%10.94% Lot 14 81.46%16.37%Lot 59 63.10%Lot 104 66.21% Lot 15 61.39%Lot 60 66.81%Lot 105 66.18% Lot 16 60.22%Lot 61 90.30%29.00%Lot 106 83.22%18.88% Lot 17 75.96%8.52%Lot 62 90.30%29.00%Lot 107 83.22%18.88% Lot 18 76.99%9.98%Lot 63 90.30%29.00%Lot 108 66.18% Lot 19 76.99%9.99%Lot 64 70.92%1.32%Lot 109 66.18% Lot 20 75.97%8.53%Lot 65 64.57%Lot 110 78.70%12.43% Lot 21 56.97%Lot 66 81.51%16.44%Lot 111 77.65%10.94% Lot 22 56.98%Lot 67 82.61%18.01%Lot 112 68.99% Lot 23 75.99%8.56%Lot 68 81.51%16.44%Lot 113 65.05% Lot 24 77.02%10.02%Lot 69 61.12%Lot 114 78.64%12.34% Lot 25 77.02%10.03%Lot 70 64.66%Lot 115 78.64%12.34% Lot 26 76.00%8.57%Lot 71 87.35%24.78%Lot 116 78.64%12.34% Lot 27 56.99%Lot 72 87.35%24.78%Lot 117 62.45% Lot 28 57.00%Lot 73 64.63%Lot 118 62.45% Lot 29 76.02%8.60%Lot 74 61.15%Lot 119 78.64%12.35% Lot 30 77.04%10.06%Lot 75 82.61%18.01%Lot 120 78.64%12.35% Lot 31 77.05%10.07%Lot 76 81.51%16.44%Lot 121 78.64%12.35% Lot 32 76.03%8.61%Lot 77 61.12%Lot 122 62.45% Lot 33 57.01%Lot 78 64.66%Lot 123 62.45% Lot 34 65.98%Lot 79 87.35%24.78%Lot 124 78.65%12.35% Lot 35 79.65%13.79%Lot 80 87.35%24.78%Lot 125 78.65%12.35% Lot 36 79.65%13.79%Lot 81 68.18%Lot 126 78.65%12.35% Lot 37 63.34%Lot 82 63.31%Lot 127 62.45% Lot 38 62.98%Lot 83 81.12%15.88%Lot 128 62.45% Lot 39 75.33%7.61%Lot 84 81.12%15.88%Lot 129 78.65%12.35% Lot 40 74.33%6.19%Lot 85 81.12%15.88%Lot 130 76.49%9.28% Lot 41 65.98%Lot 86 60.02%Lot 131 72.50%3.57% Lot 42 67.19%Lot 87 60.02%Lot 132 65.23% Lot 43 85.90%22.71%Lot 88 81.12%15.88% Lot 44 85.90%22.71%Lot 89 81.12%15.88%No. Lots Req. Waivers 78 Lot 45 85.90%22.71%Lot 90 81.12%15.88%Lots Requiring Waiver BOLD 764 ALTERNATIVE 2 LOTS REQUIRING WAIVER Lot Number Lot Coverage % increase from the 70% max Lot Number Lot Coverage % increase from the 70% max Lot Number Lot Coverage % increase from the 70% max Lot 1 63.70%Lot 46 56.32%Lot 91 52.94% Lot 2 60.61%Lot 47 55.94%Lot 92 52.94% Lot 3 59.80%Lot 48 66.34%Lot 93 71.55%2.22% Lot 4 50.96%Lot 49 69.84%Lot 94 71.55%2.22% Lot 5 50.67%Lot 50 50.08%Lot 95 71.55%2.22% Lot 6 64.18%Lot 51 52.84%Lot 96 62.73% Lot 7 64.18%Lot 52 70.47%0.67%Lot 97 65.43% Lot 8 64.18%Lot 53 71.42%2.03%Lot 98 72.41%3.44% Lot 9 63.99%Lot 54 70.47%0.67%Lot 99 72.41%3.44% Lot 10 63.14%Lot 55 52.84%Lot 100 57.58% Lot 11 62.06%Lot 56 52.90%Lot 101 57.58% Lot 12 62.90%Lot 57 71.42%2.03%Lot 102 68.48% Lot 13 62.90%Lot 58 70.47%0.67%Lot 103 67.57% Lot 14 62.03%Lot 59 52.84%Lot 104 57.61% Lot 15 69.23%Lot 60 55.95%Lot 105 57.58% Lot 16 65.52%Lot 61 63.71%Lot 106 72.41%3.44% Lot 17 64.64%Lot 62 62.85%Lot 107 72.41%3.44% Lot 18 65.51%Lot 63 62.85%Lot 108 57.58% Lot 19 65.51%Lot 64 55.10%Lot 109 57.58% Lot 20 64.65%Lot 65 62.62%Lot 110 68.48% Lot 21 48.48%Lot 66 70.47%0.67%Lot 111 67.57% Lot 22 48.48%Lot 67 71.42%2.03%Lot 112 69.65% Lot 23 64.66%Lot 68 70.47%0.67%Lot 113 68.42% Lot 24 65.53%Lot 69 52.84%Lot 114 68.93% Lot 25 65.53%Lot 70 55.90%Lot 115 68.93% Lot 26 64.67%Lot 71 75.52%7.88%Lot 116 68.93% Lot 27 48.49%Lot 72 75.52%7.88%Lot 117 54.74% Lot 28 48.49%Lot 73 55.87%Lot 118 54.74% Lot 29 64.68%Lot 74 52.87%Lot 119 68.93% Lot 30 65.55%Lot 75 71.42%2.03%Lot 120 68.93% Lot 31 65.55%Lot 76 70.47%0.67%Lot 121 68.93% Lot 32 64.69%Lot 77 52.84%Lot 122 54.74% Lot 33 65.56%Lot 78 55.90%Lot 123 54.74% Lot 34 61.44%Lot 79 67.81%Lot 124 68.93% Lot 35 68.00%Lot 80 60.50%Lot 125 68.94% Lot 36 68.00%Lot 81 52.53%Lot 126 68.94% Lot 37 54.07%Lot 82 62.73%Lot 127 54.74% Lot 38 53.77%Lot 83 71.55%2.22%Lot 128 54.74% Lot 39 64.30%Lot 84 71.55%2.22%Lot 129 68.94% Lot 40 63.45%Lot 85 71.55%2.22%Lot 130 67.28% Lot 41 61.45%Lot 86 52.94%Lot 131 64.17% Lot 42 68.33%Lot 87 52.94%Lot 132 57.48% Lot 43 68.09%Lot 88 71.55%2.22% Lot 44 68.09%Lot 89 71.55%2.22%No. Lots Req. Waivers 25 Lot 45 68.09%Lot 90 71.55%2.22%Lots Requiring Waiver BOLD 765 Hickory Grove Townhomes - Multi-Modal Transportation Element Narrative Policy 1.11.3 Zone A a.1) Developer shall build public sidewalks in accordance with city standards along developed property frontage. Connect development to existing or planned sidewalks within 1/8 of a mile. Hickory Grove is surrounded on all four sides by existing roads. There are also existing sidewalks on Bear Springs Drive, Tuskawilla Road and Blumberg Blvd. Hickory Grove will be constructing a new sidewalk on the north side adjacent to the high school access road. It will also remove and replace non-Code conforming sidewalks on Tuskawilla Road and Blumberg Blvd. Thus, after Hickory Grove is developed, Code-compliant sidewalks will exist on all four sides of the project thereby providing and enhancing pedestrian connectivity in every direction. a.2) Provide easement and build cross-access connections between adjacent properties along arterials and utilize shared driveways, except when infeasible. Hickory Grove is surrounded on all four sides by existing roads, none of which is an arterial road. Within Hickory Grove, all townhouse units will have rear-loaded garages along alleys. a.3) Not applicable to Zone A. a.4) Not applicable to Zone A. a.5) Safe and convenient on-site pedestrian circulation such as sidewalks and ADA crosswalks connecting buildings and parking areas at the development. Hickory Grove’s internal circulation relies primarily on a public road network with sidewalks and 11 ADA crosswalks having 22 fully compliant ADA ramps. a.6) Streetscaping/landscaping on the development frontage side of public rights-of-way adjacent to the property and within the project site. Hickory Grove’s streetscape/landscape plans include installation of 467 trees, many along the adjacent public roads. This includes eleven 10-inch caliper Southern Live Oaks along Blumberg Blvd. and Tuskawilla Road. a.7) Sidewalk lighting on the development frontage side of public rights-of-way adjacent to the property and within the project site. Hickory Grove provides sidewalk lighting throughout the development with current designs showing 63 new streetlights. Existing streetlights provide lighting on the public rights-of-way surrounding the proposed development. a.8) Deeding of land or conveyance of required easements within the property, as needed, for future bus rapid transit or other local circulator, in accordance with the City’s adopted Master Plan. Neither bus rapid transit nor another local circulator is planned for the Hickory Grove project site per the City’s adopted Master Plan. 766 a.9) Compact mix of uses which are pedestrian systems shall encourage travel between neighborhoods and access to transit without requiring the use of arterial roadways. Hickory Grove is at the core of the Town Center and its extensive road and sidewalk network encourages travel to numerous, adjacent facilities like the Cross Seminole Trail, Publix, City Hall, the high school, etc., all without use of an automobile, let alone an arterial road. a.10) Roadways, bikeways, and pedestrian systems shall encourage travel between neighborhoods and access to transit without requiring the use of arterial roadways. Hickory Grove is at the core of the Town Center and, its extensive road and sidewalk network, as well as its on-site bicycle facilities, encourages travel to numerous, adjacent facilities like the Cross Seminole Trail, Publix, City Hall, the high school, etc., all without use of an automobile, let alone an arterial road. a.11) Deeding of land or conveyance of required easements along the developed property frontage to the city, as required, and the construction of on-street parking. Not required if it would render the property unusable for development. Hickory Grove’s internal, public road totaling 2.10 acres of land will be dedicated to the City via plat. The road is designed as a “neighborhood street” providing ninety (90) on-street parking spaces. Additional on-street parking is already available on Bear Springs Drive, Tuskawilla Road, and Blumberg Avenue, therefore no additional deeding or conveyance of easements along the “property frontage” is feasible or necessary. a.12) Through streets in new development areas spaced no more than ½ mile apart. Hickory Grove meets this design standard. a.13) Provisions of bus shelter and associated amenities provided for developments with greater than 200 residential units or commercial developments projected to generate more than 1500 ADT. Hickory Grove is a residential townhouse project with just 132 units. Therefore, this Code section is not applicable. Policy 1.11.3.b The Net New Average Daily Trip Generation of the project is 921 trips putting the proposed project in Level 1 of the Policy 1.11.3.b table requiring one (1) mobility credit. Hickory Grove is actually providing two (2) credits. Policy 1.11.3.c AADT Mitigation Opportunities 14. Public sidewalks in priority areas as identified by the City, where no sidewalks exist, particularly within 1/2 mile of attractors including fixed transit lines or widening of existing public sidewalks in priority areas to increase pedestrian mobility and safety. (1 Credit provided) Hickory Grove is surrounded on all four sides by existing roads. There are also existing sidewalks on Bear Springs Drive, Tuskawilla Road and Blumberg Blvd. Hickory Grove will be constructing a new sidewalk on the north side adjacent to the high school access road resulting in one (1) credit. 767 15. Additional bicycle facilities over the minimum required by the land development code. Additional bicycle parking may be used to substitute for required motorized vehicle parling if lockers/showers provided. (1 Credit provided) Hickory Grove is providing ten (10) bicycle spaces, all of which exceeds the minimum required. These spaces result in one (1) credit. In conclusion, Hickory Grove is providing two (2) multimodal credit to satisfy its obligation to provide one (1) credit per Policy 1.11.3. The additional credit is to be used to satisfy the requirements of Policy 1.11.6, further described below. Policy 1.11.6 This policy requires new development, regardless of size, to provide operational improvements to the City’s transportation system to mitigate their impacts on the system, to ensure smooth traffic flow, and to aid in the elimination of hazards. Hickory Grove’s additional multimodal credit, as described above, satisfies the requirements of Policy 1.11.6. by providing operational improvements to the City’s transportation system. 768 3101 Maguire Boulevard, Suite 265, Orlando, Florida 32803 ■ P: (407) 531-5332 ■ F: (407) 531-5331 ■ www.trafficmobility.com MEMORANDUM April 4, 2022 Re: Hickory Grove Townhomes Traffic Engineering Services Winter Springs, Florida Project № 22073 Background Traffic & Mobility Consultants LLC (TMC) was retained by the applicant for the Hickory Grove Townhomes project to review the traffic data obtained at the intersection of Tuskawilla Road and SR 434 and provide an opinion of the prevailing traffic operations at the intersection. Additionally, TMC reviewed the Traffic Impact Analysis (TIA) dated “Revised March 2022” (Revised TIA), which was prepared and submitted to the City to address concerns raised by the City Commission with the approved TIA, dated “December 2020” (Original TIA), at the Commission hearing held on March 14, 2022 (the Hearing) While TMC representatives were not present at the Hearing, it was relayed by those present that the Commission expressed concern about the age of the traffic counts incorporated in the Original TIA. More specifically, the concern was primarily centered around the use of 2018 data for the analysis of intersection operations. TMC’s review of the Original TIA confirms that the 2018 data was used, likely due to the then ongoing effect of COVID restrictions during the conduct of the study. However, as has been the standard of practice for TIAs conducted during that period when COVID was significantly impacting traffic patterns, the 2018 data set was projected to the analysis base year of 2020 using growth rates and standard projections methods. The study methodology and adjustments would have been discussed with and agreed to by the City of Winter Springs and/or its traffic consultant. It should be noted that the Original TIA relied upon then current roadway traffic volumes obtained from Seminole County’s 2020 annual traffic count program. Therefore, the Original TIA appears to conform with the approved TIA methodology and was conducted in accordance with then current methods to overcome the effect of the COVID restrictions on reliable data collection. 769 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 2 of 7 Summary of TIA Conclusions The Revised TIA confirms the conclusions of the Original TIA. The conclusions as listed in the Revised TIA are shown below: Source: Traffic Planning and Design, Inc. Blumberg Winter Springs Town Center (Hickory Groves) TIA, Rev March 2022 High School Dismissal Time The applicant provided a data set that included traffic volume counts at the intersection of SR 434 and Tuskawilla Road for a period of five (5) weekdays while school is in session. The traffic counts were made during the dismissal time of Winter Springs High School to measure the traffic flow during this period. The data is included in the Attachments for reference. A review of the traffic data collected in 15-minute increments reveals that there is a pronounced peak in traffic volumes on the southbound approach to the intersection of SR 434 and Tuskawilla Road shortly following dismissal time at the school. The data shows that during the two 15-minute periods around dismissal time (from 2:15 PM to 2:45 PM on weekdays, except Wednesday) the traffic on southbound Tuskawilla Road increases by more than 50% of the typical volume for that time of day. This surge in traffic dissipates and returns to normal by or before 2:45 PM (1:45 PM on Wednesdays). The traffic volume profile is illustrated in Chart 1 below. 770 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 3 of 6 771 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 4 of 6 During the dismissal period, the signal at SR 434 and Tuskawilla Road does not currently provide sufficient capacity in the southbound direction to serve the traffic it receives from the school. Therefore, during these 20 to 30 minutes, a queue forms on the southbound approach. However, as the flow from the school eases, the intersection returns to normal operations and the queue on the southbound approach dissipates back to typical conditions. This observed traffic pattern is typical near schools throughout the region. It should be noted that during the peak school dismissal activity, the intersection as a whole is not receiving peak traffic. The mainline volumes on SR 434 are typically well below the traffic volumes experienced during the evening peak periods (4:00 PM and 6:00 PM). This condition gives the traffic signal controller the opportunity to allocate more green time to the southbound approach and helps temporarily increase the capacity of the approach in order to dissipate the queue faster during the time of school dismissal. The following chart provides the traffic volumes on the southbound approach as compared with the volumes on the mainline east-west approaches. The data profiles in the chart clearly show that school’s peak traffic on Tuskawilla Road occurs and dissipates prior to the beginning of the evening peak traffic on SR 434, when the intersection would be experiencing the highest overall demand. In addition to the review of the existing traffic flow patterns, we evaluated of the trips generated by the proposed Hickory Grove Townhomes was conducted. We estimated the potential additional traffic that would be experienced on southbound Tuskawilla Road during school dismissal time. Based on ITE trip generation information and hourly profiles, Hickory Grove is expected to generate of 36 inbound and 21 outbound trips during the hour from 2:00 PM to 3:00 PM. The Hickory Groves site has access to Tuskawilla Road and to Bear Springs Drive, which both roadways are interconnected with the Town Center roadway grid. When distributed to the network, 12 vehicles from the townhomes could be expected on southbound Tuskawilla Road during the hour. In other words, 1 additional vehicle every 5 minutes would be going south at the signal of Tuskawilla Road and SR 434 while school dismissal traffic is peaking. The effect of the additional traffic from Hickory Groves on the operation of the intersection is expected to be minimal. 772 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 5 of 6 773 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 6 of 6 Town Center TCEA & Mobility Standards The Winter Springs Town Center is located within a Transportation Concurrency Exception Area (TCEA), which alleviates the City and applicants within the Town Center from meeting the requirement of meeting the City’s level of service standards adopted in the Comprehensive Plan. The TCEA was adopted by the City, in part, to allow for dense development to occur while maintaining a walkable “complete streets” network within the town center. The City adopted and implemented a grid of connected streets within the Town Center and provided for multiple points of connection to the SR 434 arterial to maintain acceptable traffic flow and movement of vehicles throughout the Town Center. Below is a snippet of an access management plan agreed between the City and the FDOT to provide adequate connections from the Town Center to SR 434. 774 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 7 of 7 The City and the FDOT are constructing the traffic signal at the intersection of SR 434 and Michael Blake Boulevard, which will directly relieve the traffic at the intersection of SR 434 and Tuskawilla Road. The new signal will provide a safe and alternative route for traffic from the Town Center to turn left onto SR 434. Under the TCEA, new development within the Town Center is exempt from meeting LOS standards, however it is required to meet the City’s mobility standards, as established in Policy 1.11.3 of the City’s Comprehensive Plan. Therefore, Hickory Groves Townhomes is required to meet the Mobility Strategies established for Zone A of the Town Center under Policy 1.11.3a and the Level 1 Trip Generation Mitigation Requirements under Policy 1.11.3b. The project’s compliance with the requirements of Policy 1.11.3 is detailed by others in a separate memorandum. 775 ATTACHMENTS 776 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 110 35 22 0 20 30 10 0 12 136 98 2 30 132 13 8 658 2:15 PM 151 45 52 0 32 54 9 0 11 135 88 2 32 166 10 7 794 2:30 PM 104 24 33 0 48 87 15 0 7 160 151 1 27 179 11 5 852 2:45 PM 114 20 25 0 24 38 6 0 8 147 90 1 35 157 11 5 681 3:00 PM 103 35 31 0 17 20 6 0 4 143 101 2 24 136 6 3 631 3:15 PM 121 22 37 0 24 29 9 0 13 180 131 1 39 186 6 3 801 3:30 PM 103 18 44 0 19 28 7 0 9 231 172 1 32 164 12 1 841 3:45 PM 101 26 36 0 29 41 8 0 10 208 168 2 33 169 12 2 845 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :907 225 280 0 213 327 70 0 74 1340 999 12 252 1289 81 34 6103 APPROACH %'s :64.24% 15.93% 19.83% 0.00% 34.92% 53.61% 11.48% 0.00% 3.05% 55.26% 41.20% 0.49% 15.22% 77.84% 4.89% 2.05% PEAK HR :03:00 PM 12:00 AM TOTAL PEAK HR VOL :428 101 148 0 89 118 30 0 36 762 572 6 128 655 36 9 3118 PEAK HR FACTOR :0.884 0.721 0.841 0.000 0.767 0.720 0.833 0.000 0.692 0.825 0.831 0.750 0.821 0.880 0.750 0.750 03:00 PM - 04:00 PM 0.9220.940 0.760 0.833 0.885 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 777 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 107 35 22 0 20 29 10 0 12 121 94 2 30 128 13 8 631 2:15 PM 144 45 51 0 32 53 9 0 11 129 84 2 32 159 10 7 768 2:30 PM 95 24 33 0 48 85 15 0 7 151 145 1 27 168 11 5 815 2:45 PM 110 20 22 0 23 38 6 0 8 142 88 1 35 150 10 5 658 3:00 PM 101 35 30 0 17 20 5 0 4 135 98 2 24 132 6 3 612 3:15 PM 119 22 35 0 24 28 9 0 13 176 128 1 37 179 6 3 780 3:30 PM 101 18 44 0 19 27 7 0 9 223 171 1 32 159 11 1 823 3:45 PM 98 26 36 0 29 41 6 0 10 203 165 2 30 164 12 2 824 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :875 225 273 0 212 321 67 0 74 1280 973 12 247 1239 79 34 5911 APPROACH %'s :63.73% 16.39% 19.88% 0.00% 35.33% 53.50% 11.17% 0.00% 3.16% 54.72% 41.60% 0.51% 15.45% 77.49% 4.94% 2.13% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :419 101 145 0 89 116 27 0 36 737 562 6 123 634 35 9 3039 PEAK HR FACTOR :0.880 0.721 0.824 0.000 0.767 0.707 0.750 0.000 0.692 0.826 0.822 0.750 0.831 0.885 0.729 0.750 Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 03:00 PM - 04:00 PM 0.9220.945 0.763 0.830 0.890 778 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3000010001540040027 2:15 PM 701001000640070026 2:30 PM 9000020009600110037 2:45 PM 403010000520071023 3:00 PM 201000100830040019 3:15 PM 202001000430270021 3:30 PM 200001000810051018 3:45 PM 300000200530350021 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :32070163006026055020192 APPROACH %'s :82.05% 0.00% 17.95% 0.00% 10.00% 60.00% 30.00% 0.00% 0.00% 69.77% 30.23% 0.00% 8.77% 87.72% 3.51% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :903002300251005211079 PEAK HR FACTOR :0.750 0.000 0.375 0.000 0.000 0.500 0.375 0.000 0.000 0.781 0.833 0.000 0.417 0.750 0.250 0.000 Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 03:00 PM - 04:00 PM 0.9400.750 0.625 0.795 0.750 779 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00001000010020004 2:30 PM 00000000000000000 2:45 PM 10000000000000001 3:00 PM 00000000000000000 3:15 PM 00000000000000000 3:30 PM 00000000000000000 3:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :10001000010020005 APPROACH %'s :100.00%0.00% 0.00% 0.00% 100.00%0.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 100.00%0.00% 0.00% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :00000000000000000 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 03:00 PM - 04:00 PM 780 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 2:00 PM 000010001 2:15 PM 000020002 2:30 PM 000001012 2:45 PM 001010002 3:00 PM 000003003 3:15 PM 000001023 3:30 PM 000000000 3:45 PM 100031106 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1010761319 APPROACH %'s :100.00% 0.00% 100.00% 0.00% 53.85% 46.15% 25.00% 75.00% PEAK HR :03:00 PM 282 -3 -3 TOTAL PEAK HR VOL :1000351212 PEAK HR FACTOR :0.250 0.250 0.417 0.250 0.250 Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 22-130075-002 3/28/2022 0.5000.250 0.500 0.375 03:00 PM - 04:00 PM 781 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 30 118 89 0 PM AM NOON PM PM NOON AM 0000 0 36 0 0 0 655 0 0 006 00128 0 0 0036 0 TEV 0 0 3118 0 900 0 0 762 0 PHF 0.92 0 0 572 0 0000 AM NOON PM PM NOON AM PM 0 428 101 148 PM NOON 0000NOON AM 0000AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 1008 0 0 Cars (AM)818 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1119 CONTROL Signalized 0 NONE 03:00 PM - 04:00 PM 173 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Monday SOUTHBOUND 3/28/2022 2:00 PM - 04:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM20 0 10 0 00 0 00 0 30 0 50 0 00 0 10 0 1 21 510 25 0 3203090 0 00 0 0 0000000 0 00 0 0 00000035 634 123562 737 36 27116891451014190 0 00 0 0 0000000 0 00 0 0 000000782 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐002 Mon, Mar 28, 2022 237 179 Peak‐Hour: 03:00 PM ‐ 04:00 PM 2.1 0.6 1113 42 36 828 2.9 0.0 Peak 15‐Minute: 03:45 PM ‐ 04:00 PM 30 118 89 2.8 3.3Peak Hour Factor 762 0.92 655 3.3 3.2 0.010.0 1.7 3.6 2.8 428 101 148 2.1 0.0 2.0 1376 572 137 999 2.5 1.7 25 00 00 827 677 2.1 1.8 10 000 13 00 00 000 01 25 21 320 10 5 903 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 02:00 PM 110 35 22 0 20 30 10 Thru Rgt URgt U R* Left Thru Rgt 658 2985 02:15 PM 151 45 52 0 32 54 30 132 13 80 12 136 98 2 794 2958 02:30 PM 104 24 33 0 48 2 32 166 10 79 0 11 135 88 5 852 2965 02:45 PM 114 20 25 0 151 1 27 179 1187 15 0 7 160 11 5 681 2954 03:00 PM 103 35 31 0 147 90 1 35 15724 38 6 0 8 31184 22 37 0 136 6 3 631 6 3 801 143 101 2 2417 20 6 0 2487 03:30 PM 103 18 44 0 180 131 1 39 18624 29 9 0 1303:15 PM 121 16869 231 172 26 36 0 164 12 1 841 12 2 845 13219 28 7 0 845208 168 2 33 16929 41 8 0 1003:45 PM 101 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 140 176 0 R* Left Thru Rgt U 48 12 3748 Heavy Trucks 12 0 8 0 924 688 8 156 744116 164 36 0 52All Vehicles 484 12 28 4 12048 03212 0 28 Bicycles 0 0 0 0 0 0 0 816Pedestrians 0 4 00 0 00 Stopped Buses Buses 783 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 784 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 53 18 24 0 9 10 2 0 5 119 52 0 24 166 10 1 493 6:45 AM 109 55 28 0 11 20 7 0 8 119 63 0 43 177 19 0 659 7:00 AM 156 105 33 0 28 42 8 0 10 143 84 0 36 174 21 3 843 7:15 AM 96 18 35 0 33 47 1 0 7 183 94 0 49 225 6 1 795 7:30 AM 137 14 62 0 16 30 4 0 7 174 105 0 46 280 2 0 877 7:45 AM 130 26 59 0 16 14 11 0 5 172 96 1 29 341 6 0 906 8:00 AM 170 24 48 0 18 23 10 0 8 185 99 0 29 280 7 1 902 8:15 AM 176 26 35 0 12 25 5 0 9 196 113 1 41 264 83914 8:30 AM 132 16 31 0 23 39 5 0 9 226 149 1 35 177 8 1 852 8:45 AM 137 24 50 0 14 32 10 0 9 144 142 1 45 218 10 0 836 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1296 326 405 0 180 282 63 0 77 1661 997 4 377 2302 97 10 8077 APPROACH %'s :63.94% 16.08% 19.98% 0.00% 34.29% 53.71% 12.00% 0.00% 2.81% 60.64% 36.40% 0.15% 13.53% 82.63% 3.48% 0.36% PEAK HR :07:30 AM 39 TOTAL PEAK HR VOL :613 90 204 0 62 92 30 0 29 727 413 2 145 1165 23 4 3599 PEAK HR FACTOR :0.871 0.865 0.823 0.000 0.861 0.767 0.682 0.000 0.806 0.927 0.914 0.500 0.788 0.854 0.719 0.333 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 83 31 26 0 38 29 9 0 3 133 87 1 31 135 9 0 615 2:15 PM 153 45 45 0 33 44 16 0 7 126 95 0 35 143 10 1 753 2:30 PM 118 30 34 0 39 75 9 0 11 174 124 1 23 170 7 5 820 2:45 PM 129 26 34 0 29 35 11 0 11 160 95 3 51 163 12 2 761 3:00 PM 121 22 36 0 20 38 11 0 11 150 107 4 25 166 11 4 726 3:15 PM 133 21 45 0 23 38 7 0 13 216 129 2 32 185 15 5 864 3:30 PM 100 25 50 0 25 31 11 0 10 198 154 2 34 190 16 1 847 3:45 PM 120 34 38 0 29 61 3 0 12 223 141 2 37 199 8 0 907 4:00 PM 200 32 53 0 33 36 11 0 8 196 121 5 36 189 5 1 926 4:15 PM 119 29 49 0 25 42 8 0 4 269 127 2 45 219 15 1 954 4:30 PM 121 32 40 0 26 41 9 0 9 268 99 1 38 232 18 4 938 4:45 PM 157 29 46 0 26 30 5 0 7 217 129 0 44 230 15 2 937 5:00 PM 128 27 54 0 41 38 6 0 19 250 165 5 50 294 12 1 1090 5:15 PM 137 30 43 0 35 40 2 0 11 286 159 1 43 239 4 3 1033 5:30 PM 163 44 34 0 31 53 6 0 9 250 128 0 42 250 17 0 1027 5:45 PM 124 37 25 0 12 21 6 0 13 231 139 3 61 244 20 1 937 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :2106 494 652 0 465 652 130 0 158 3347 1999 32 627 3248 194 31 14135 APPROACH %'s :64.76% 15.19% 20.05% 0.00% 37.29% 52.29% 10.43% 0.00% 2.85% 60.46% 36.11% 0.58% 15.29% 79.22% 4.73% 0.76% PEAK HR :05:00 PM 12:00 AM TOTAL PEAK HR VOL :552 138 156 0 119 152 20 0 52 1017 591 9 196 1027 53 5 4087 PEAK HR FACTOR :0.847 0.784 0.722 0.000 0.726 0.717 0.833 0.000 0.684 0.889 0.895 0.450 0.803 0.873 0.663 0.417 22-130075-002 3/22/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 07:30 AM - 08:30 AM 0.9840.937 0.902 0.918 0.889 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 05:00 PM - 06:00 PM 0.9370.878 0.808 0.913 0.897 785 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 50 17 24 0 9 10 2 0 5 112 51 0 24 163 10 1 478 6:45 AM 105 55 28 0 11 20 7 0 8 111 60 0 40 174 19 0 638 7:00 AM 152 105 33 0 28 42 8 0 10 136 83 0 33 167 20 3 820 7:15 AM 95 18 35 0 33 47 1 0 7 172 86 0 48 219 6 1 768 7:30 AM 136 14 60 0 15 29 4 0 7 166 103 0 46 269 2 0 851 7:45 AM 130 26 59 0 16 14 10 0 5 159 92 1 29 334 50880 8:00 AM 167 23 48 0 18 23 8 0 8 176 93 0 29 274 71875 8:15 AM 171 26 35 0 12 25 4 0 9 186 111 1 41 258 8 3 890 8:30 AM 132 16 28 0 23 39 5 0 9 209 148 1 34 172 8 1 825 8:45 AM 135 24 50 0 13 31 10 0 8 139 139 1 44 212 10 0 816 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1273 324 400 0 178 280 59 0 76 1566 966 4 368 2242 95 10 7841 APPROACH %'s :63.75% 16.22% 20.03% 0.00% 34.43% 54.16% 11.41% 0.00% 2.91% 59.95% 36.98% 0.15% 13.55% 82.58% 3.50% 0.37% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :604 89 202 0 61 91 26 0 29 687 399 2 145 1135 22 4 3496 PEAK HR FACTOR :0.883 0.856 0.842 0.000 0.847 0.784 0.650 0.000 0.806 0.923 0.899 0.500 0.788 0.850 0.688 0.333 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 80 30 26 0 37 29 9 0 3 120 86 1 31 125 9 0 586 2:15 PM 149 45 44 0 33 44 14 0 7 119 92 0 32 136 10 1 726 2:30 PM 110 30 33 0 39 74 9 0 11 166 114 1 20 162 7 5 781 2:45 PM 125 26 30 0 27 35 11 0 10 154 94 3 49 155 11 2 732 3:00 PM 116 22 35 0 19 37 11 0 10 141 106 4 25 160 11 4 701 3:15 PM 126 21 44 0 23 38 7 0 13 213 124 2 32 176 15 5 839 3:30 PM 99 25 50 0 24 31 10 0 10 192 149 2 33 181 15 1 822 3:45 PM 117 34 38 0 29 60 3 0 12 217 139 2 35 191 8 0 885 4:00 PM 188 31 52 0 33 36 11 0 7 190 117 5 36 184 51896 4:15 PM 117 29 49 0 25 42 8 0 4 267 126 2 45 207 15 1 937 4:30 PM 109 32 40 0 25 41 8 0 9 265 99 1 38 220 17 4 908 4:45 PM 150 29 46 0 25 30 5 0 7 212 127 0 44 213 15 2 905 5:00 PM 122 27 52 0 40 38 6 0 19 248 164 55028412 1 1068 5:15 PM 135 30 42 0 35 40 2 0 11 282 159 1 43 234 431021 5:30 PM 160 44 34 0 31 53 6 0 9 246 127 0 42 244 17 0 1013 5:45 PM 123 37 25 0 12 21 6 0 13 225 138 3 61 237 20 1 922 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :2026 492 640 0 457 649 126 0 155 3257 1961 32 616 3109 191 31 13742 APPROACH %'s :64.15% 15.58% 20.27% 0.00% 37.09% 52.68% 10.23% 0.00% 2.87% 60.26% 36.28% 0.59% 15.61% 78.77% 4.84% 0.79% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :540 138 153 0 118 152 20 0 52 1001 588 9 196 999 53 5 4024 PEAK HR FACTOR :0.844 0.784 0.736 0.000 0.738 0.717 0.833 0.000 0.684 0.887 0.896 0.450 0.803 0.879 0.663 0.417 22-130075-002 3/22/2022 05:00 PM - 06:00 PM 0.9420.873 0.806 0.911 0.903 07:30 AM - 08:30 AM 0.982 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.940 0.908 0.910 0.887 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 786 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 310000000710030015 6:45 AM 400000000830330021 7:00 AM 400000000710371023 7:15 AM 1000000001180160027 7:30 AM 1020110008200110026 7:45 AM 0000001001340071026 8:00 AM 310000200960060027 8:15 AM 5000001001020060024 8:30 AM 0030000001710150027 8:45 AM 200011001530160020 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :23250224019531096020236 APPROACH %'s :76.67% 6.67% 16.67% 0.00% 25.00% 25.00% 50.00% 0.00% 0.79% 74.80% 24.41% 0.00% 12.68% 84.51% 2.82% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :9120114004014003010103 PEAK HR FACTOR :0.450 0.250 0.250 0.000 0.250 0.250 0.500 0.000 0.000 0.769 0.583 0.000 0.000 0.682 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 31001000013100100029 2:15 PM 401000200730370027 2:30 PM 8010010008100380039 2:45 PM 404020001610281029 3:00 PM 501011001910060025 3:15 PM 701000000350090025 3:30 PM 100010100650191025 3:45 PM 300001000620280022 4:00 PM 1211000001640050030 4:15 PM 2000000002100120017 4:30 PM 12000101003000121030 4:45 PM 7000100005200170032 5:00 PM 6020100002100100022 5:15 PM 201000000400050012 5:30 PM 300000000410060014 5:45 PM 100000000610070015 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :80212083403903801113930393 APPROACH %'s :85.11% 2.13% 12.77% 0.00% 53.33% 20.00% 26.67% 0.00% 2.29% 68.70% 29.01% 0.00% 7.19% 90.85% 1.96% 0.00% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :120301000016300280063 PEAK HR FACTOR :0.500 0.000 0.375 0.000 0.250 0.000 0.000 0.000 0.000 0.667 0.750 0.000 0.000 0.700 0.000 0.000 22-130075-002 3/22/2022 05:00 PM - 06:00 PM 0.7160.469 0.250 0.679 0.700 07:30 AM - 08:30 AM 0.954 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.600 0.750 0.794 0.705 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 787 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 00000000000001001 6:45 AM 00000000000000000 7:00 AM 00000000000000000 7:15 AM 10000000000000001 7:30 AM 00000000001001002 7:45 AM 00000000000000000 8:00 AM 00000000000000000 8:15 AM 00000000000000000 8:30 AM 01000200000000003 8:45 AM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :11000200001002007 APPROACH %'s :50.00% 50.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 100.00%0.00% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :00000000001001002 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00000100001000002 2:30 PM 10000000000000001 2:45 PM 00000000000000000 3:00 PM 00000000000000000 3:15 PM 01000000000000001 3:30 PM 00000000000000000 3:45 PM 00001010000000002 4:00 PM 00000000010000001 4:15 PM 00000000000000000 4:30 PM 01000000000000001 4:45 PM 00000200000000002 5:00 PM 10000000000000001 5:15 PM 01000100010000003 5:30 PM 00000100000000001 5:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :230015100210000015 APPROACH %'s :40.00% 60.00% 0.00% 0.00% 14.29% 71.43% 14.29% 0.00% 0.00% 66.67% 33.33% 0.00% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :11000200010000005 PEAK HR FACTOR :0.250 0.250 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 22-130075-002 3/22/2022 05:00 PM - 06:00 PM 0.4170.500 0.500 0.250 07:30 AM - 08:30 AM 0.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.250 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 788 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 6:30 AM 100010002 6:45 AM 000000000 7:00 AM 000000000 7:15 AM 000000000 7:30 AM 010000001 7:45 AM 000000000 8:00 AM 000010001 8:15 AM 000000000 8:30 AM 204010209 8:45 AM 000003003 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :3140332016 APPROACH %'s :75.00% 25.00% 100.00% 0.00% 50.00% 50.00% 100.00% 0.00% PEAK HR :07:30 AM 38 -1 -1 TOTAL PEAK HR VOL :010010002 PEAK HR FACTOR :0.250 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL 2:00 PM 000000000 2:15 PM 000000000 2:30 PM 000003014 2:45 PM 000001001 3:00 PM 000001001 3:15 PM 000000022 3:30 PM 000000202 3:45 PM 100030004 4:00 PM 02051800025 4:15 PM 0200802012 4:30 PM 000001001 4:45 PM 000000000 5:00 PM 000000000 5:15 PM 000000011 5:30 PM 000011002 5:45 PM 000000000 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :14053074455 APPROACH %'s :20.00% 80.00% 0.00% 100.00% 81.08% 18.92% 50.00% 50.00% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :000011013 PEAK HR FACTOR :0.250 0.250 0.250 22-130075-002 3/22/2022 0.3750.250 0.250 05:00 PM - 06:00 PM 0.5000.250 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.250 07:30 AM - 08:30 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 789 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 30 92 62 0 AM NOON 0000 NOON PM 20 152 119 0 PM AM NOON PM PM NOON AM 0000 0 53023 0 1027 0 1165 209 00196 0 145 29052 0 TEV 3599 0 4087 0 504 727 0 1017 0 PHF 0.98 0.94 413 0 591 0 0000 AM NOON PM PM NOON AM PM 0 552 138 156 PM NOON 0000NOON AM 0 613 90 204 AM 0 NONE 05:00 PM - 06:00 PM 243 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 3/22/2022 2:00 PM - 06:00 PMPEAK HOURS07:30 AM - 08:30 AM 142 6:30 AM - 09:00 AM COUNT PERIODSNONE 1297 0 997 Cars (AM)939 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4341810 0 1608 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 650 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 00 0 00 000 010 1 10 000 100 00 28 03 16 0 00130120 0 00 0 0 0000001 30 014 40 0 41121953 999 196588 1001 52 201521181531385400 0 00 0 0 00000022 1135 145399 687 29 26916120289604790 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 04 0 40 8 8 Bicycles 0 0 0 0 0 0 0 04Pedestrians 0 4 44 4 17248 05224 4160 Heavy Trucks 20 4 8 4 784 452 4 184 136472 120 44 0 36All Vehicles 704 0 104 248 0 R* Left Thru Rgt U 32 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 836144 142 1 45 21814 32 10 0 908:45 AM 137 24 50 0 177 8 1 852 10 0 836 13523 39 5 0 2602 08:30 AM 132 16 31 0 196 113 1 41 26412 25 5 0 908:15 AM 176 16889 226 149 26 35 0 280 7 1 902 8 3 914 02918 23 10 0 3574 08:00 AM 170 24 48 0 172 96 1 29 34116 14 11 0 507:45 AM 130 35048 185 99 26 59 0 280 2 0 877 6 0 906 174 105 0 4616 30 4 0 6 1 795 3480 07:30 AM 137 14 62 0 183 94 0 49 22533 47 1 0 7 35997 36 174 2142 8 0 10 143 07:15 AM 96 18 35 0 84 0 3174 07:00 AM 156 105 33 0 28 0 43 177 19 07 0 8 119 63 3 843 3421 493 2790 06:45 AM 109 55 28 0 11 20 24 166 10 10 5 119 52 0 659 Thru Rgt URgt U R* Left Thru Rgt 06:30 AM 53 18 24 0 9 10 2 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 14 0 912 01 40 30 411 01 10 00 000 00 00 01 654 907 2.3 1.3 01 000 4.3 613 90 204 1.5 1.1 1.0 1171 413 149 993 4.6 3.4 727 0.98 1165 5.5 2.6 1.613.3 1.1 0.0 22‐130075‐002 Tue, Mar 22, 2022 184 144 Peak‐Hour: 07:30 AM ‐ 08:30 AM 3.3 1.4 1808 31 23 1337 2.4 0.0 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 30 92 62 4.3 2.3Peak Hour Factor 791 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 40 0 00 16 12 Bicycles 4 4 0 0 4 0 0 48Pedestrians 0 0 40 0 1040 0 0244 4856 Heavy Trucks 24 0 8 4 1144 660 20 244 1176164 212 24 0 76All Vehicles 652 0 176 216 0 R* Left Thru Rgt U 80 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 937231 139 3 61 24412 21 6 0 1305:45 PM 124 37 25 0 250 17 0 1027 20 1 937 04231 53 6 0 2997 05:30 PM 163 44 34 0 286 159 1 43 23935 40 2 0 1105:15 PM 137 19649 250 128 30 43 0 294 12 1 1090 4 3 1033 55041 38 6 0 4087 05:00 PM 128 27 54 0 217 129 0 44 23026 30 5 0 704:45 PM 157 408719 250 165 29 46 0 232 18 4 938 15 2 937 13826 41 9 0 3919 04:30 PM 121 32 40 0 269 127 2 45 21925 42 8 0 404:15 PM 119 39989 268 99 29 49 0 189 5 1 926 15 1 954 53633 36 11 0 3725 04:00 PM 200 32 53 0 223 141 2 37 19929 61 3 0 1203:45 PM 120 37558 196 121 34 38 0 190 16 1 847 8 0 907 23425 31 11 0 3544 03:30 PM 100 25 50 0 216 129 2 32 18523 38 7 0 1303:15 PM 133 363410 198 154 21 45 0 166 11 4 726 15 5 864 150 107 4 2520 38 11 0 12 2 761 3198 03:00 PM 121 22 36 0 160 95 3 51 16329 35 11 0 11 334411 23 170 775 9 0 11 174 02:45 PM 129 26 34 0 124 1 3060 02:30 PM 118 30 34 0 39 0 35 143 10 116 0 7 126 95 5 820 3171 615 2949 02:15 PM 153 45 45 0 33 44 31 135 9 00 3 133 87 1 753 Thru Rgt URgt U R* Left Thru Rgt 02:00 PM 83 31 26 0 38 29 9 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 30 12 0 3 00 16 28 001 01 00 00 110 11 00 10 944 846 0.3 1.8 00 020 1.5 552 138 156 2.2 0.0 1.9 1669 591 201 1292 1.1 0.5 1017 0.94 1027 1.6 2.7 0.80.0 0.0 0.0 22‐130075‐002 Tue, Mar 22, 2022 291 252 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.3 0.0 1599 61 53 1281 2.5 0.0 Peak 15‐Minute: 05:00 PM ‐ 05:15 PM 20 152 119 0.0 2.2Peak Hour Factor 792 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 793 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 119 32 17 0 29 26 8 0 13 119 83 2 38 117 15 3 621 1:15 PM 128 30 45 0 37 61 16 0 8 171 121 2 31 193 14 1 858 1:30 PM 139 25 33 0 37 60 14 0 4 144 115 2 37 165 10 3 788 1:45 PM 114 24 28 0 28 33 11 0 12 137 78 3 38 191 12 0 709 2:00 PM 124 39 24 0 21 31 8 0 9 148 112 3 28 163 10 2 722 2:15 PM 119 26 26 0 25 30 8 0 11 173 145 1 34 176 14 2 790 2:30 PM 118 30 34 0 40 76 9 0 11 173 123 1 23 168 8 5 819 2:45 PM 112 25 39 0 29 38 11 0 14 178 113 2 54 140 11 0 766 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :973 231 246 0 246 355 85 0 82 1243 890 16 283 1313 94 16 6073 APPROACH %'s :67.10% 15.93% 16.97% 0.00% 35.86% 51.75% 12.39% 0.00% 3.68% 55.71% 39.89% 0.72% 16.59% 76.96% 5.51% 0.94% PEAK HR :2:00 PM 12:00 AM TOTAL PEAK HR VOL :473 120 123 0 115 175 36 0 45 672 493 7 139 647 43 9 3097 PEAK HR FACTOR :0.954 0.769 0.788 0.000 0.719 0.576 0.818 0.000 0.804 0.944 0.850 0.583 0.644 0.919 0.768 0.450 02:00 PM - 03:00 PM 0.9450.957 0.652 0.922 0.927 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 794 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 114 32 16 0 29 24 8 0 13 111 79 2 36 110 15 3 592 1:15 PM 126 30 45 0 37 61 16 0 8 164 119 1 30 187 14 1 839 1:30 PM 136 25 31 0 37 59 14 0 4 137 105 2 34 156 10 3 753 1:45 PM 108 24 27 0 28 33 11 0 12 126 75 3 37 179 12 0 675 2:00 PM 117 39 24 0 21 30 8 0 9 140 109 3 28 153 10 2 693 2:15 PM 115 26 22 0 24 30 8 0 10 165 143 1 33 171 14 2 764 2:30 PM 110 30 33 0 40 75 9 0 11 165 114 1 20 161 8 5 782 2:45 PM 108 25 39 0 29 38 11 0 14 167 109 2 52 136 11 0 741 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :934 231 237 0 245 350 85 0 81 1175 853 15 270 1253 94 16 5839 APPROACH %'s :66.62% 16.48% 16.90% 0.00% 36.03% 51.47% 12.50% 0.00% 3.81% 55.32% 40.16% 0.71% 16.53% 76.73% 5.76% 0.98% PEAK HR :2:00 PM 281 0 0 TOTAL PEAK HR VOL :450 120 118 0 114 173 36 0 44 637 475 7 133 621 43 9 2980 PEAK HR FACTOR :0.962 0.769 0.756 0.000 0.713 0.577 0.818 0.000 0.786 0.954 0.830 0.583 0.639 0.908 0.768 0.450 Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 02:00 PM - 03:00 PM 0.9530.956 0.651 0.911 0.916 795 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 501002000840270029 1:15 PM 200000000721160019 1:30 PM 3020010007100390035 1:45 PM 60100000011301120034 2:00 PM 7000010008300100029 2:15 PM 404010001820150026 2:30 PM 801001000890370037 2:45 PM 4000000001140240025 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :390901500168371136000234 APPROACH %'s :81.25% 0.00% 18.75% 0.00% 16.67% 83.33% 0.00% 0.00% 0.93% 63.55% 34.58% 0.93% 17.81% 82.19% 0.00% 0.00% PEAK HR :2:00 PM 281 0 0 TOTAL PEAK HR VOL :23050120013518062600117 PEAK HR FACTOR :0.719 0.000 0.313 0.000 0.250 0.500 0.000 0.000 0.250 0.795 0.500 0.000 0.500 0.650 0.000 0.000 Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 02:00 PM - 03:00 PM 0.7910.778 0.750 0.794 0.800 796 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 01000000000000001 1:15 PM 00000200000000002 1:30 PM 00000000000000000 1:45 PM 00000200000000002 2:00 PM 00000000000000000 2:15 PM 00000000000001001 2:30 PM 10000000000000001 2:45 PM 03000000000000003 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :140004000000010010 APPROACH %'s :20.00% 80.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 0.00% 100.00%0.00% 0.00% PEAK HR :2:00 PM 281 0 0 TOTAL PEAK HR VOL :13000000000001005 PEAK HR FACTOR :0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 02:00 PM - 03:00 PM 0.4170.333 0.250 797 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 1:00 PM 000010001 1:15 PM 000001012 1:30 PM 100003015 1:45 PM 110000103 2:00 PM 100001103 2:15 PM 000000000 2:30 PM 000002013 2:45 PM 000001001 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :3100182318 APPROACH %'s :75.00% 25.00% 11.11% 88.89% 40.00% 60.00% PEAK HR :2:00 PM 278 -3 -3 TOTAL PEAK HR VOL :100004117 PEAK HR FACTOR :0.250 0.500 0.250 0.250 Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 22-130075-002 3/23/2022 0.5830.250 0.500 0.500 02:00 PM - 03:00 PM 798 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 36 175 115 0 PM AM NOON PM PM NOON AM 0000 0 43 0 0 0 647 0 0 007 00139 0 0 0045 0 TEV 0 0 3097 0 900 0 0 672 0 PHF 0.95 0 0 493 0 0000 AM NOON PM PM NOON AM PM 0 473 120 123 PM NOON 0000NOON AM 0000AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 919 0 0 Cars (AM)807 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1163 CONTROL Signalized 0 NONE 02:00 PM - 03:00 PM 208 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Wednesday SOUTHBOUND 3/23/2022 1:00 PM - 03:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 10 0 00 0 00 0 00 0 40 0 00 0 10 0 0 26 618 35 1 02150230 0 00 0 0 0000000 0 00 0 0 00000043 621 133475 637 44 361731141181204500 0 00 0 0 0000000 0 00 0 0 000000799 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐002 Wed, Mar 23, 2022 326 215 Peak‐Hour: 02:00 PM ‐ 03:00 PM 0.9 0.5 1156 52 43 838 4.2 1.9 Peak 15‐Minute: 02:30 PM ‐ 02:45 PM 36 175 115 0.0 3.8Peak Hour Factor 672 0.95 647 5.2 4.0 0.90.0 1.1 4.1 4.5 473 120 123 4.9 0.0 4.1 1217 493 148 910 4.4 3.7 14 00 01 816 716 3.2 3.9 10 000 10 00 00 130 10 35 26 021 18 6 23 0 5 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 1:00 PM 119 32 17 0 29 26 8 Thru Rgt URgt U R* Left Thru Rgt 621 2976 1:15 PM 128 30 45 0 37 61 38 117 15 30 13 119 83 2 858 3077 1:30 PM 139 25 33 0 37 2 31 193 14 116 0 8 171 121 3 788 3009 1:45 PM 114 24 28 0 115 2 37 165 1060 14 0 4 144 12 0 709 3040 2:00 PM 124 39 24 0 137 78 3 38 19128 33 11 0 12 30979 26 26 0 163 10 2 722 14 2 790 148 112 3 2821 31 8 0 2375 2:30 PM 118 30 34 0 173 145 1 34 17625 30 8 0 112:15 PM 119 158511 173 123 25 39 0 168 8 5 819 11 0 766 12340 76 9 0 766178 113 2 54 14029 38 11 0 142:45 PM 112 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 156 156 0 R* Left Thru Rgt U 56 20 3672 Heavy Trucks 32 0 16 4 712 580 12 216 704160 304 44 0 56All Vehicles 496 12 40 0 19240 44436 20 16 Bicycles 4 12 0 0 0 0 0 48Pedestrians 0 4 00 0 40 Stopped Buses Buses 800 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 801 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 78 28 25 0 42 30 9 0 3 135 96 1 31 133 9 0 620 2:15 PM 149 45 45 0 33 42 14 1 5 131 94 0 35 150 8 0 752 2:30 PM 107 30 21 0 39 77 13 0 12 174 105 1 24 185 9 6 803 2:45 PM 123 27 26 0 23 30 8 0 10 138 90 2 50 160 12 2 701 3:00 PM 79 16 31 0 19 24 5 0 10 140 102 2 21 154 71611 3:15 PM 117 30 40 0 26 37 2 0 11 176 147 3 35 162 7 3 796 3:30 PM 94 35 33 0 27 42 5 0 7 226 155 0 33 195 15 2 869 3:45 PM 109 26 26 0 26 35 7 0 10 204 141 4 27 191 6 1 813 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :856 237 247 0 235 317 63 1 68 1324 930 13 256 1330 73 15 5965 APPROACH %'s :63.88% 17.69% 18.43% 0.00% 38.15% 51.46% 10.23% 0.16% 2.91% 56.70% 39.83% 0.56% 15.29% 79.45% 4.36% 0.90% PEAK HR :03:00 PM 12:00 AM TOTAL PEAK HR VOL :399 107 130 0 98 138 19 0 38 746 545 9 116 702 35 7 3089 PEAK HR FACTOR :0.853 0.764 0.813 0.000 0.907 0.821 0.679 0.000 0.864 0.825 0.879 0.563 0.829 0.900 0.583 0.583 22-130075-002 3/24/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 03:00 PM - 04:00 PM 0.8890.850 0.861 0.862 0.878 802 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 75 28 25 0 41 30 9 0 3 123 95 1 31 125 9 0 595 2:15 PM 145 45 44 0 33 42 13 1 5 124 91 0 32 143 8 0 726 2:30 PM 101 30 20 0 39 76 13 0 12 166 97 1 22 176 9 6 768 2:45 PM 118 27 24 0 23 30 8 0 10 129 88 2 49 150 11 2 671 3:00 PM 77 16 29 0 19 23 5 0 10 134 100 2 20 151 7 1 594 3:15 PM 115 29 40 0 26 37 2 0 11 172 145 3 33 153 6 3 775 3:30 PM 91 35 32 0 26 41 4 0 7 221 151 0 32 188 15 2 845 3:45 PM 109 26 25 0 26 35 7 0 10 199 140 4 26 186 6 1 800 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :831 236 239 0 233 314 61 1 68 1268 907 13 245 1272 71 15 5774 APPROACH %'s :63.63% 18.07% 18.30% 0.00% 38.26% 51.56% 10.02% 0.16% 3.01% 56.21% 40.20% 0.58% 15.28% 79.35% 4.43% 0.94% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :392 106 126 0 97 136 18 0 38 726 536 9 111 678 34 7 3014 PEAK HR FACTOR :0.852 0.757 0.788 0.000 0.933 0.829 0.643 0.000 0.864 0.821 0.887 0.563 0.841 0.902 0.567 0.583 22-130075-002 3/24/2022 03:00 PM - 04:00 PM 0.8920.848 0.884 0.863 0.876 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 803 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3000100001210080025 2:15 PM 401000100730370026 2:30 PM 601001000880290035 2:45 PM 5020000009201101030 3:00 PM 202001000620130017 3:15 PM 210000000420291021 3:30 PM 301011100540170024 3:45 PM 001000000510150013 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :251802320056230115820191 APPROACH %'s :73.53% 2.94% 23.53% 0.00% 28.57% 42.86% 28.57% 0.00% 0.00% 70.89% 29.11% 0.00% 15.49% 81.69% 2.82% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :71401210020905241075 PEAK HR FACTOR :0.583 0.250 0.500 0.000 0.250 0.500 0.250 0.000 0.000 0.833 0.563 0.000 0.625 0.667 0.250 0.000 22-130075-002 3/24/2022 03:00 PM - 04:00 PM 0.7810.750 0.333 0.806 0.625 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 804 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00000000000000000 2:30 PM 01000000000000001 2:45 PM 10000000000000001 3:00 PM 00000000000000000 3:15 PM 00000000000000000 3:30 PM 01000000000000001 3:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :12000000000000003 APPROACH %'s :33.33% 66.67% 0.00% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :01000000000000001 PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-130075-002 3/24/2022 03:00 PM - 04:00 PM 0.2500.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 805 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 2:00 PM 000000000 2:15 PM 000000000 2:30 PM 000002013 2:45 PM 000001001 3:00 PM 000002002 3:15 PM 000001001 3:30 PM 001001103 3:45 PM 100031005 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1010381115 APPROACH %'s :100.00% 0.00% 100.00% 0.00% 27.27% 72.73% 50.00% 50.00% PEAK HR :03:00 PM 282 -3 -3 TOTAL PEAK HR VOL :1010351011 PEAK HR FACTOR :0.250 0.250 0.250 0.625 0.250 22-130075-002 3/24/2022 0.5500.250 0.250 0.500 0.250 03:00 PM - 04:00 PM PM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 806 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 19 138 98 0 PM AM NOON PM PM NOON AM 0000 0 35 0 0 0 702 0 0 009 00116 0 0 0038 0 TEV 0 0 3089 0 700 0 0 746 0 PHF 0.89 0 0 545 0 0000 AM NOON PM PM NOON AM PM 0 399 107 130 PM NOON 0000NOON AM 0000AM 0 NONE 03:00 PM - 04:00 PM 180 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Thursday SOUTHBOUND 3/24/2022 2:00 PM - 04:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNONE 981 0 0 Cars (AM)799 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1129 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM00 0 10 0 10 0 00 0 30 0 50 0 00 0 10 0 1 24 59 20 0 1214170 0 00 0 0 0000000 0 00 0 0 00000034 678 111536 726 38 18136971261063920 0 00 0 0 0000000 0 00 0 0 000000807 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 00 0 00 4 28 Bicycles 0 4 0 0 0 0 0 416Pedestrians 4 4 36 4 12444 02416 3648 Heavy Trucks 12 4 8 4 904 620 16 140 780108 168 28 0 44All Vehicles 468 8 140 160 0 R* Left Thru Rgt U 60 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 813204 141 4 27 19126 35 7 0 1003:45 PM 109 26 26 0 195 15 2 869 6 1 813 03327 42 5 0 2478 03:30 PM 94 35 33 0 176 147 3 35 16226 37 2 0 1103:15 PM 117 16827 226 155 30 40 0 154 7 1 611 7 3 796 140 102 2 2119 24 5 0 12 2 701 2977 03:00 PM 79 16 31 0 138 90 2 50 16023 30 8 0 10 308910 24 185 977 13 0 12 174 02:45 PM 123 27 26 0 105 1 2867 02:30 PM 107 30 21 0 39 0 35 150 8 014 1 5 131 94 6 803 2911 620 2876 02:15 PM 149 45 45 0 33 42 31 133 9 00 3 135 96 1 752 Thru Rgt URgt U R* Left Thru Rgt 02:00 PM 78 28 25 0 42 30 9 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 95 714 01 20 24 121 13 00 10 010 05 00 00 806 636 2.0 1.9 10 000 2.5 399 107 130 1.8 0.9 3.1 1338 545 123 974 2.2 1.7 746 0.89 702 2.7 3.4 1.05.3 1.4 4.1 22‐130075‐002 Thu, Mar 24, 2022 255 189 Peak‐Hour: 03:00 PM ‐ 04:00 PM 1.6 1.1 1120 47 35 860 2.8 0.0 Peak 15‐Minute: 03:30 PM ‐ 03:45 PM 19 138 98 2.9 3.5Peak Hour Factor 808 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 809 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 100 24 31 0 21 38 7 0 9 141 103 3 39 148 15 2 681 2:15 PM 129 50 42 0 40 48 6 0 8 145 89 4 35 164 10 3 773 2:30 PM 126 29 40 0 34 82 10 0 13 169 136 1 37 144 10 2 833 2:45 PM 114 23 30 0 33 53 5 0 12 168 112 2 37 185 13 3 790 3:00 PM 124 32 41 0 14 28 4 0 7 161 111 3 22 191 8 2 748 3:15 PM 114 27 42 0 29 38 6 0 20 207 159 3 38 183 13 2 881 3:30 PM 110 36 40 0 26 46 4 0 12 240 181 2 35 202 11 3 948 3:45 PM 123 34 36 0 40 30 5 0 13 217 139 4 50 178 31 1 901 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :940 255 302 0 237 363 47 0 94 1448 1030 22 293 1395 111 18 6555 APPROACH %'s :62.79% 17.03% 20.17% 0.00% 36.63% 56.11% 7.26% 0.00% 3.62% 55.82% 39.71% 0.85% 16.13% 76.77% 6.11% 0.99% PEAK HR :03:00 PM 12:00 AM TOTAL PEAK HR VOL :471 129 159 0 109 142 19 0 52 825 590 12 145 754 63 8 3478 PEAK HR FACTOR :0.950 0.896 0.946 0.000 0.681 0.772 0.792 0.000 0.650 0.859 0.815 0.750 0.725 0.933 0.508 0.667 03:00 PM - 04:00 PM 0.9170.963 0.888 0.850 0.933 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 810 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 96 24 29 0 21 38 7 0 9 128 102 3 39 141 14 1 652 2:15 PM 121 49 40 0 40 48 6 0 8 144 87 4 33 160 10 3 753 2:30 PM 124 29 38 0 33 82 10 0 12 164 129 1 35 135 10 2 804 2:45 PM 106 23 29 0 33 52 5 0 12 157 111 2 37 176 13 3 759 3:00 PM 122 32 40 0 14 28 4 0 7 157 110 3 22 186 8 2 735 3:15 PM 111 27 40 0 29 38 6 0 20 197 156 3 38 175 13 2 855 3:30 PM 109 36 39 0 24 45 4 0 12 237 180 2 33 198 11 3 933 3:45 PM 121 34 36 0 40 30 4 0 13 210 136 4 48 176 30 1 883 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :910 254 291 0 234 361 46 0 93 1394 1011 22 285 1347 109 17 6374 APPROACH %'s :62.54% 17.46% 20.00% 0.00% 36.51% 56.32% 7.18% 0.00% 3.69% 55.32% 40.12% 0.87% 16.21% 76.62% 6.20% 0.97% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :463 129 155 0 107 141 18 0 52 801 582 12 141 735 62 8 3406 PEAK HR FACTOR :0.949 0.896 0.969 0.000 0.669 0.783 0.750 0.000 0.650 0.845 0.808 0.750 0.734 0.928 0.517 0.667 Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 03:00 PM - 04:00 PM 0.9130.963 0.899 0.839 0.927 811 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 4020000001310071129 2:15 PM 812000000120240020 2:30 PM 202010001570290029 2:45 PM 8010010001110090031 3:00 PM 201000000410050013 3:15 PM 3020000001030080026 3:30 PM 101021000310240015 3:45 PM 200000100730221018 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :301110321015419084821181 APPROACH %'s :71.43% 2.38% 26.19% 0.00% 50.00% 33.33% 16.67% 0.00% 1.35% 72.97% 25.68% 0.00% 13.56% 81.36% 3.39% 1.69% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :80402110024804191072 PEAK HR FACTOR :0.667 0.000 0.500 0.000 0.250 0.250 0.250 0.000 0.000 0.600 0.667 0.000 0.500 0.594 0.250 0.000 Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 03:00 PM - 04:00 PM 0.6920.600 0.333 0.615 0.750 812 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00000000010000001 2:30 PM 10000000000000001 2:45 PM 10000000000000001 3:00 PM 00000000000000000 3:15 PM 00000000000000000 3:30 PM 00000000001000001 3:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :20000000011000004 APPROACH %'s :100.00%0.00% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :00000000001000001 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 03:00 PM - 04:00 PM 0.2500.250 813 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 2:00 PM 010000001 2:15 PM 001010002 2:30 PM 000001012 2:45 PM 000100102 3:00 PM 000000011 3:15 PM 000002002 3:30 PM 100000001 3:45 PM 001231007 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1123441218 APPROACH %'s :50.00% 50.00% 40.00% 60.00% 50.00% 50.00% 33.33% 66.67% PEAK HR :03:00 PM 282 -3 -3 TOTAL PEAK HR VOL :1012330111 PEAK HR FACTOR :0.250 0.250 0.250 0.250 0.375 0.250 Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 22-130075-002 3/25/2022 0.3930.250 0.250 0.375 0.250 03:00 PM - 04:00 PM 814 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 19 142 109 0 PM AM NOON PM PM NOON AM 0000 0 63 0 0 0 754 0 0 0012 00145 0 0 0052 0 TEV 0 0 3478 0 800 0 0 825 0 PHF 0.92 0 0 590 0 0000 AM NOON PM PM NOON AM PM 0 471 129 159 PM NOON 0000NOON AM 0000AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 1101 0 0 Cars (AM)877 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1256 CONTROL Signalized 0 NONE 03:00 PM - 04:00 PM 244 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Friday SOUTHBOUND 3/25/2022 2:00 PM - 04:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 00 0 10 0 20 0 30 0 30 0 00 0 10 0 1 19 48 24 0 1124080 0 00 0 0 0000000 0 00 0 0 00000062 735 141582 801 52 181411071551294630 0 00 0 0 0000000 0 00 0 0 000000815 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐002 Fri, Mar 25, 2022 270 256 Peak‐Hour: 03:00 PM ‐ 04:00 PM 1.5 0.4 1244 64 63 970 2.2 0.0 Peak 15‐Minute: 03:30 PM ‐ 03:45 PM 19 142 109 1.6 2.5Peak Hour Factor 825 0.92 754 2.9 2.5 1.85.3 0.7 2.6 2.7 471 129 159 1.7 0.0 2.5 1479 590 153 1093 2.2 1.4 13 00 00 885 759 1.5 1.6 10 000 03 10 12 000 01 24 19 112 84 804 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 02:00 PM 100 24 31 0 21 38 7 Thru Rgt URgt U R* Left Thru Rgt 681 3077 02:15 PM 129 50 42 0 40 48 39 148 15 20 9 141 103 3 773 3144 02:30 PM 126 29 40 0 34 4 35 164 10 36 0 8 145 89 2 833 3252 02:45 PM 114 23 30 0 136 1 37 144 1082 10 0 13 169 13 3 790 3367 03:00 PM 124 32 41 0 168 112 2 37 18533 53 5 0 12 34787 27 42 0 191 8 2 748 13 2 881 161 111 3 2214 28 4 0 2730 03:30 PM 110 36 40 0 207 159 3 38 18329 38 6 0 2003:15 PM 114 184912 240 181 34 36 0 202 11 3 948 31 1 901 23526 46 4 0 901217 139 4 50 17840 30 5 0 1303:45 PM 123 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 144 168 0 R* Left Thru Rgt U 124 12 4100 Heavy Trucks 12 0 8 8 960 724 16 200 808160 184 24 0 80All Vehicles 496 8324 13244 04012 4 36 Bicycles 0 0 0 0 0 0 0 416Pedestrians 12 4 04 0 00 Stopped Buses Buses 816 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 817 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 17 818 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 18 Policy 1.11.3: (Ord. 2010-18; 10-25-10) a) On-site Mobility Strategies for All Development. The City shall require development to implement mobility strategies to mitigate the respective transportation impacts and to improve mobility within the City. All new development or redevelopment shall provide onsite or access improvements as indicated below, based upon the Zone in which the project is located, as indicated in the column on the right. 819 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 19 b) Net, New Average Daily Trip Generation Mitigation Requirements. In addition to those items specified in Policy 1.11.3a, ensure continued mobility within the City, by requiring proposed development or redevelopment to also provide mobility mitigation credits (for all project phases), based upon the net, new average daily trip generation projected by the project: The developer may sign a development agreement or contract with the City for the provision of the required standards. The mitigation projects listed below and proposed by the developer to satisfy the required mitigation credits shall be subject to final approval by the City. The City may authorize mitigation projects to satisfy the requirements for transportation facilities that are not directly impacted by the proposed development but are deemed priorities of the City‟s transportation system and which contribute to the City‟s overall mobility strategy. In recognition that the mitigation project costs will vary substantially, the City shall adopt a methodology into the land development code that establishes a proportionate and equitable relationship between the cost of the mitigation projects and the number of credits required for mitigation. 820 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 20 c) Mobility Mitigation Project Opportunities. 821 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 21 Policy 1.11.4: Revise the land development code related to concurrency administration and proportionate fair share contributions to include funding of mobility strategies within the TCEA in concert with the long term strategies for achieving and funding mobility adopted by Seminole County. (previously Policy 1.11.1; Ord. 2010-18; 10-25-10) Policy 1.11.5: Require that all developments anticipated to generate 300 or more annual average daily trips (AADT) be required to submit a Transportation Impact Analysis. (Cross Reference: See Multimodal Transportation Element, Policy 1.1.6) (previously Policy 1.11.2; Ord. 2010-18; 10- 25-10) Policy 1.11.6: Require new development, regardless of size, to provide operational improvements to the City‟s transportation system to mitigate their impacts on the system, to ensure smooth traffic flow, and to aid in the elimination of hazards. Improvements may include, but are not limited to: providing added connectivity, the addition of turn lanes, deceleration lanes, signage, signals and pavement markings, and contributions to the City's multimodal system. (previously Policy 1.11.3; Ord. 2010-18; 10-25-10) Policy 1.11.7: Require that transportation facilities needed to serve new development are in place, or under actual construction, within 3 years after the approval of a building permit, or its functional equivalent that results in traffic generation. The only exceptions to this policy are those 822 PARKING GENERATION STUDY HICKORY GROVE TOWNHOMES WINTER SPRINGS, FLORIDA Prepared for: Mattamy Orlando LLC 4901 Vineland Road, Suite 450 Orlando, Florida 32811 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 407-628-9955 October 2021 TPD № 5554 823 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning & Design, Inc., a corporation authorized to operate as an engineering business, EB-3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Hickory Grove Townhomes LOCATION: Winter Springs, Florida CLIENT: Mattamy Orlando LLC I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut Dervish, P.E. P.E. No.: 20400 DATE: October 5, 2021 SIGNATURE: 824 TABLE OF CONTENTS Page INTRODUCTION Introduction ................................................................................................................................. 1  Parking Survey ............................................................................................................................ 4  Parking Inventory/Accumulation  Parking Demand Summary  STUDY CONCLUSIONS .............................................................................................................. 7  Appendices .................................................................................................................................. 8  A Time of Day Parking Demand  B Parking Accumulation Summary Tables  LIST OF TABLES Page Table 1 Parking Occupancy Survey .............................................................................................. 4  Table 2 Peak Parking Occupancy Summary On-Street Parking ................................................... 5  Table 3 Peak Parking Demand Summary ..................................................................................... 6  LIST OF FIGURES Figure 1 Site Plan and Parking Configuration ............................................................................... 2  Figure 2 Location of Study Sites and Proposed Site .................................................................. 3  825 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 1 INTRODUCTION This study was undertaken in order to determine a parking generation (or parking demand) for the use with the development of the proposed Hickory Grove Townhomes in Winter Springs, Florida. The site of these townhomes is located in the northwest corner of Blumberg Boulevard and Tuskawilla Road. Figure 1 depicts the site plan with the proposed buildings and parking configuration. A parking survey was conducted at two study sites in Winter Springs to determine the existing parking usage during peak parking hours at the townhomes. The study sites were Jesup’s Landing, and Jesup’s Reserve selected in consultation with the City’s traffic engineering consultants. The locations of these sites along with the proposed site are depicted in Figure 2. The existing parking usage was subsequently used to determine the parking generation or parking demand for the Hickory Grove Townhomes. It is proposed that the parking generation determined in this study be used to check the adequacy of the parking proposed to be provided for the Hickory Grove Townhomes. 826 Figure 1NTSNHickory Grove Townhomes5554Project №Existing Study Sites&Proposed Site123Jesu p’s R es erv eProposed SiteJesu p’s L a n di n g 827 Figure 2NTSNHickory Grove Townhomes5554Project №Proposed Site Plan123828 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 4 PARKING SURVEY To determine a parking generation for the proposed townhome development, a survey was conducted at two existing sites in Winter Springs. The sites identified for this purpose were Jesup’s Landings consisting of 185 townhome units and Jesup’s Reserve consisting of 160 townhome units. The survey at the study sites was performed on September 23-25, 2021 (Thursday, Friday and Saturday). It was conducted during 11:30 P.M. to 4:30 A.M. time period on Thursday and Friday, and during 12:30 AM to 5:30 AM on Saturday. Based upon information on time-of-day parking demand distribution contained in the ITE Parking Generation Manual, 5th Edition, the peak parking demand occurs during these time periods. The ITE information is included in Appendix A. The survey consisted of parking occupancy observations/counts by 15-minute intervals. Parking Inventory/Accumulation Prior to the conduct of the survey, a parking inventory was conducted at each study site. From this survey, it was determined that Jesup’s Landings has 198 regular spaces plus two handicap spaces. Jesup’s Reserve has 96 regular spaces, one handicap space and one space reserved for law enforcement. At the beginning of the survey at each day, the number of occupied parking spaces at the study sites was inventoried. The inventory revealed that the number of occupied spaces at the beginning of the survey for each study site was as shown in Table 1. Table 1 Parking Occupancy Survey Day Occupied Spaces at Start of Survey Jesup’s Landings Jesup’s Reserve Thursday 159 77 Friday 149 71 Saturday 155 69 3- Day Average 151 72 Available on Street Parking Spaces 198 96 829 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 5 Subsequent to the occupancy survey, the number of vehicles entering and exiting the study sites were recorded with the use of cameras by 15-minute intervals on each survey day. With the occupancy data and the entering/exiting vehicles counts, the on-street accumulation of parked vehicles at each study sites was determined by 15-minute intervals. The parking accumulation data along with 15- minutes counts of entering and exiting vehicles are included in tables included in Appendix B for each study site and survey days. Table 2 is a summary of on-street peak parking occupancy at each study site. The peak parking occupancy was 81% at Jesup’s Landing and 83% at Jesup Reserve. The on-street parking demand was 0.87 spaces/unit for Jesup’s landing and 0.50 spaces/unit for Jesup’s Reserve. Table 2 Peak Parking Occupancy Summary On-Street Parking Day Occupied Spaces Jesup’s Landings Jesup’s Reserve Both Sites Thursday 163 81 244 Friday 160 80 240 Saturday 161 78 239 3-Day Average 161 80 241 Parking Occupancy 81% 83% 82% Number of Units 185 160 345 Parking Demand/Occupied Space/Unit) 0.87 0.50 0.70 830 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 6 Parking Demand Summary Jesup’s Landing and Jesup’s Reserve have 2-car garages which provide 370 spaces and 320 parking spaces, respectively. Therefore, the total parking demand for each townhome development was determined by combining the occupied parking spaces with one-half of the total garage spaces provided. Table 3 is a summary of the total parking spaces compared with townhome units which shows a parking demand of 1.87 spaces per unit for Jesup’s Landing and 1.50 Spaces per unit for Jesup’s Reserve for an average of 1.70 spaces per unit. The Hickory Grove Townhomes with two-car spaces is proposing a total of 223 parking spaces, 91 on-street and 132 garage spaces. This would represent a parking demand of 1.69 spaces per unit. There is an additional 16 on-street parking spaces on Blumberg Boulevard adjacent to the project site which would increase the total parking spaces to 239 and the parking demand to 1.81 spaces. This parking demand is higher than the average parking demand of the two study sites. Table 3 Peak Parking Demand Summary Day Occupied Spaces+ ½ Garage Units Jesup’s Landings Jesup’s Reserve Both Sites Thursday 346 241 587 Friday 345 240 585 Saturday 346 238 584 3-Day Average 346 240 586 Townhome Units 185 160 345 Parking Demand 1.87 1.50 1.70 831 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 7 STUDY CONCLUSIONS This study was undertaken to determine a parking generation (or parking demand) for the proposed Hickory Grove Townhome project in Winter Springs, Florida. Located in the northwest corner of Blumberg Boulevard and Tuskawilla Road, the development will consist of 132 units with two-car garages. A parking survey conducted at two comparable sites on Thursday, Friday and Saturday. The study sites, Jesup’s Landing and Jesup’s Reserve with 2-car garages are located in close proximity to the site in the Winter Springs Town Center area. The parking study indicated an average parking demand pf 1.70 spaces per unit. The proposed site is proposing to provide 1.69 spaces per unit. The ITE parking generation rates for townhomes are 1.21 spaces per unit for weekdays and 1.31 spaces for Saturday. The corresponding 85th percentile parking generation rates by ITE are 1.52 spaces per unit and 1.61 spaces per unit, respectively. It is recommended that parking proposed to be provided for Hickory Grove Townhomes be accepted by the City. 832 APPENDICES 833 APPENDIX A Time of Day Parking Demand 834 835 APPENDIX B Parking Accumulation Summary Tables 836 Location:Jesup's Landing Apt, Orange AveDate:9/23/2021City:Winter Springs, FLDay:ThursdayER WL NL NR ER WL NL NR11:30 PM00000200 2 014511:30 PM1611:45 PM01010001 1 214411:45 PM1612:00 AM00100000 0 114312:00 AM1612:15 AM10001100 3 014612:15 AM1612:30 AM00000000 0 014612:30 AM1612:45 AM00000100 1 014712:45 AM161:00 AM00000010 0 11461:00 AM161:15 AM00000000 0 01461:15 AM161:30 AM10000000 1 01471:30 AM161:45 AM00100000 0 11461:45 AM162:00 AM00000000 0 01462:00 AM162:15 AM00000000 0 01462:15 AM162:30 AM00000001 0 11452:30 AM162:45 AM00000000 0 01452:45 AM163:00 AM00000000 0 01453:00 AM163:15 AM00000000 0 01453:15 AM163:30 AM00000001 0 11443:30 AM163:45 AM10000001 1 11443:45 AM164:00 AM00000102 1 21434:00 AM164:15 AM00000000 0 01434:15 AM16Totals31211516 10 10Totals320Parking  StudyTIME Inbound OutboundOut Jesups Springs Ln & Orange AveParking Accumulation (143 at Start of Survey) Traffic CountPeak Parking Occupancy 147+16=163TIMEOn Street Parking at Orange Ave  (Occupied Spaces) In Out In Clifton Springs Ln & Orange Ave837 Location:Jesup's Landing Apt, Orange AveDate:9/24/2021City:Winter Springs, FLDay:FridayER WL NL NR ER WL NL NR11:30 PM10010000 1 113711:30 PM1211:45 PM20010100 3 113911:45 PM1112:00 AM00100202 2 313812:00 AM1112:15 AM00001001 1 113812:15 AM1112:30 AM10000100 2 014012:30 AM1112:45 AM10000200 3 014312:45 AM111:00 AM00001000 1 01441:00 AM111:15 AM00010200 2 11451:15 AM111:30 AM00000000 0 01451:30 AM111:45 AM00000000 0 01451:45 AM112:00 AM10000000 1 01462:00 AM112:15 AM00000201 2 11472:15 AM112:30 AM00000000 0 01472:30 AM112:45 AM00000000 0 01472:45 AM113:00 AM00000101 1 11473:00 AM113:15 AM00000100 1 01483:15 AM113:30 AM00000000 0 01483:30 AM123:45 AM00000000 0 01483:45 AM124:00 AM00000000 0 01484:00 AM124:15 AM00000102 1 21474:15 AM12Totals601321307 21 11Totals225Parking StudyTIMEClifton Springs Ln & Orange Ave Jesups Springs Ln & Orange AveTraffic Count Parking Accumulation (137 at start of Survey)Peak Parking Occupancy 148 + 12=160TIMEOn Street Parking at Orange Ave  In Out In Out  Inbound Outbound 838 Location:Jesup's Landing Apt, Orange AveDate:9/26/2021City:Winter Springs, FLDay:SundayER WL NL NR ER WL NL NR12:30 AM10000 0 00 1 014612:30 AM1012:45 AM00010 4 01 4 214812:45 AM111:00 AM00000 0 01 0 11471:00 AM111:15 AM00001 0 20 1 21461:15 AM111:30 AM00000 4 01 4 11491:30 AM111:45 AM00000 1 00 1 01501:45 AM112:00 AM10000 0 02 1 21492:00 AM112:15 AM10210 0 01 1 41462:15 AM112:30 AM00000 0 00 0 01462:30 AM112:45 AM00000 0 00 0 01462:45 AM113:00 AM00000 1 10 1 11463:00 AM113:15 AM00010 1 03 1 41433:15 AM113:30 AM10000 0 01 1 11433:30 AM113:45 AM00001 0 01 1 11433:45 AM114:00 AM00000 1 02 1 21424:00 AM114:15 AM00000 0 00 0 01424:15 AM114:30 AM00000 0 00 0 01424:30 AM114:45 AM00000 0 00 0 01424:45 AM115:00 AM00101 0 10 1 21415:00 AM115:15 AM01000 0 01 1 11415:15 AM11Totals41333 12 41420 24Totals219Parking Study TIMEClifton Springs Ln & Orange Ave Jesups Springs Ln & Orange AveParking Accumulation (145 at Start of Survey) Traffic Counts In In Out Inbound OutboundPeak Parking Occupany 150 + 11 =161TIMEOn Street Parking at Orange Ave  Out 839 Location:Jesup's Reserve, E FL‐434Date:9/23/2021City:Winter Springs, FLDay:ThursdayNL SR WT EL ET ER NL SR EL ER ST NT11:30 PM000000000100 0 17611:45 PM000000100000 1 07712:00 AM001001100000 2 17812:15 AM000000100000 1 07912:30 AM000000000010 1 08012:45 AM000000000000 0 0801:00 AM000000000000 0 0801:15 AM000000100000 1 0811:30 AM000000000000 0 0811:45 AM000100000000 0 1802:00 AM000000000000 0 0802:15 AM000000000000 0 0802:30 AM000000000000 0 0802:45 AM110101000000 2 2803:00 AM000000000000 0 0803:15 AM010001000000 1 1803:30 AM010000000000 1 0813:45 AM000100000000 0 1804:00 AM010000000000 1 0804:15 AM000000000000 0 080Totals141303400110 11 7Inbound OutboundTraffic Count Parking Accumulation (77at Start of Survey) Parking Survey TIMEMcLeod's Way & FL 434 Roberts Family Ln & FL 434Old Farm Ln & Orlando Health Out In In Out In Out 840 Location:Jesup's Reserve, E FL‐434Date:9/24/2021City:Winter Springs, FLDay:FridayNL SR WT EL ET ER NL SR EL ER ST NT11:30 PM000001200000 2 17211:45 PM010000100000 2 07412:00 AM000100000100 0 27212:15 AM000000000000 0 07212:30 AM000000200000 2 07412:45 AM100000100000 2 0761:00 AM000000000000 0 0761:15 AM000000100000 1 0771:30 AM000000000000 0 0771:45 AM000001000000 0 1762:00 AM020000200000 4 0802:15 AM010001000001 1 2792:30 AM000000000000 0 0792:45 AM000100000000 0 1783:00 AM000000000000 0 0783:15 AM000000000000 0 0783:30 AM000000000100 0 1773:45 AM100100000000 1 1774:00 AM000000000000 0 0774:15 AM000000000000 0 077Totals240303900201 15 9Inbound OutboundParking Study TIMEMcLeod's Way & FL 434 Roberts Family Ln & FL 434Old Farm Ln & Orlando Health Traffic Count Parking Accumulation (71 at Start of Survey) 841 Location:Jesup's Reserve, E FL‐434Date:9/26/2021City:Winter Springs, FLDay:SundayIn Out NL SR WT EL ET ER NL SR EL ER ST NT12:30 AM000001000000 0 16812:45 AM120000000000 3 0711:00 AM000000000000 0 0711:15 AM000000310000 4 0751:30 AM000000100000 1 0761:45 AM000000000010 1 0772:00 AM010010000000 1 1772:15 AM000000100000 1 0782:30 AM000000000000 0 0782:45 AM000100000000 0 1773:00 AM000000000000 0 0773:15 AM000000010000 1 0783:30 AM010100000000 1 1783:45 AM000000000000 0 0784:00 AM000000000000 0 0784:15 AM010002010000 2 2784:30 AM000000000000 0 0784:45 AM000000000000 0 0785:00 AM000000100100 1 1785:15 AM000000000000 0 078Totals150213630110 16 7Inbound OutboundParking Survey TIMEMcLeod's Way & FL 434 Roberts Family Ln & FL 434Old Farm Ln & Orlando Health Out In In Out Parking Accumulation (69 at Start of Survey) Traffic Count 842 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 May 3, 2022 Marla Molina Senior City Planner Winter Springs 1126 E SR 434 Winter Springs, FL 32708 RE: Hickory Grove Townhomes – Review of Revised TIA & Supporting Documents Dear Ms. Molina: Kimley-Horn has completed a review of the revised Traffic Impact Analysis (TIA) provided for the proposed Hickory Grove Townhome property, including supplemental information and narratives regarding policies in the City’s Comprehensive Plan. Based on our review of the responses, revisions, and narratives, we have no further comments. The following discussion describes our review of several of documents recently provided by the applicant. This discussion is intended to clarify the transportation topics/items that were still outstanding as of early/mid-April, with a description of how the topics have ultimately been resolved. 1. Revised TIA dated March 2022: We have no further comments on the TIA. 2. Memorandum dated April 4, 2022: A memorandum was provided by the applicant to address the following topics: a. The date/year of original traffic counts. These points are now redundant since the most recent TIA includes new traffic counts. b. Impacts during school dismissal times. There is a surge of high-school traffic from 2:15 – 2:45 pm. The intersection then returns to normal operations. During the peak, approximately 1 project trip is expected every 5 minutes, which is negligible. c. TCEA and corresponding requirements. The memo discussed the relationship of the TCEA and LOS, with points made about the planned grid network and planned traffic signal at SR 434 & Michael Blake Boulevard. 3. Memo/Narrative on Policies in the Comprehensive Plan: A narrative was provided by the applicant to describe their contributions based on policies in the City’s comprehensive plan. a. Requirements related to site design were described to address compliance with Policy 1.11.3.a). b. Per Policy 1.11.3.b), the project is required to provide one mobility mitigation credit. The project was described as providing three credits via two public sidewalk improvements and inclusion of bicycle parking spaces. Two of the items are not 843 Page 2 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 required by code, and they should be considered as adequate credits. It is not clear whether the sidewalk widening on Blumberg / Tuskawilla should be eligible for a credit since a six-foot width appears to be required by code. However, it is not necessary to determine with certainty whether this improvement is eligible since only two credits are needed (see the next comment). 4. Policy 1.11.6 requires new development to mitigate their impacts. While this policy was not addressed in the other correspondences, the above noted extra mobility mitigation credit can be applied as a “contribution to the City’s multimodal system”, consistent with the Policy in the City’s Comprehensive Plan. Sincerely, Mike Woodward, P.E. Project Manager Attachments: TIA for Blumberg Winter Springs Town Center, revised 03/2022 Memo dated April 4, 2022 Narrative on policies 844 TRAFFIC IMPACT ANALYSIS BLUMBERG WINTER SPRINGS TOWN CENTER (HICKORY GROVE) WINTER SPRINGS, FLORIDA Prepared for: Storybook Holdings LLC, 5260 N. Lake Burkett Lane Winter Park, FL 32792 Project Finance & Development, LLC, 7575 Dr. Phillips Boulevard, Suite 265 Orlando, Florida 32819 Mattamy Orlando, LLC 4901 Vineland Road, Suite 450 Orlando, Florida 32811 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 407-628-9955 December 2020 Revised September 2021 Revised November 2021 Revised March 2022 TPD № 5405 845 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning & Design, Inc., a corporation authorized to operate as an engineering business, EB-3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Blumberg Winter Springs Town Center LOCATION: Winter Springs, Florida CLIENT: Storybook Holdings LLC, Project Finance & Development, and Mattamy Orlando, LLC I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut Dervish, P.E. P.E. No.: 20400 DATE: March 30, 2022 SIGNATURE: 846 TABLE OF CONTENTS Page INTRODUCTION .......................................................................................................................... 1  EXISTING ROADWAY ANALYSIS .............................................................................................. 4  Roadway Segment Analysis  Intersection Analysis  PROPOSED DEVELOPMENT AND TRIP GENERATION .......................................................... 8  Trip Generation  Trip Distribution/Trip Assignment  PROJECTED TRAFFIC CONDITIONS ...................................................................................... 10  Roadway Segment Analysis  Intersection Analysis  Turn Lane Analysis  STUDY CONCLUSIONS ............................................................................................................ 16  APPENDICES ............................................................................................................................. 17  A Seminole County Traffic Count/LOS Sheet  B Intersection Counts and Signal Timing Data  C HCS7 Capacity Analysis Worksheets Existing Conditions  D Model Distribution Plots  E Trends Analysis  F HCS7 Capacity Analysis Worksheets Projected Conditions  G Turn Lane Warrant Charts  847 TABLE OF CONTENTS, continued LIST OF TABLES Page Table 1 Existing Daily Roadway Capacity Analysis .................................................................... 4  Table 2 Existing A.M./P.M. Peak Hour Roadway Capacity Analysis .......................................... 5  Table 3 Existing Intersection Capacity Analysis ......................................................................... 6  Table 4 Trip Generation Summary .............................................................................................. 8  Table 5 Projected Daily Roadway Capacity Analysis ............................................................... 10  Table 6 Projected A.M. Peak Hour Roadway Capacity Analysis .............................................. 11  Table 7 Projected P.M. Peak Hour Roadway Capacity Analysis .............................................. 11  Table 8 Projected Intersection Capacity Analysis ..................................................................... 12  Table 9 Background Traffic Conditions Capacity Analysis ...................................................... 15  LIST OF FIGURES Figure 1 Project Location Map ..................................................................................................... 2  Figure 2 Proposed Site Plan ........................................................................................................ 3  Figure 3 Existing A.M./P.M. Peak Hour Traffic Volumes ............................................................. 7  Figure 4 Project Trip Distribution ................................................................................................. 9  Figure 5 Projected A.M. Peak Hour Intersection Volumes ......................................................... 13  Figure 6 Projected P.M. Peak Hour Intersection Volumes ......................................................... 14  848 Blumberg Winter Springs Town Center Project № 5405 Page 1 INTRODUCTION This traffic analysis was performed to assess the impact of a proposed townhome (single family attached) development in the City of Winter Springs, Florida. Located in the northwest quadrant of the intersection of Tuskawilla Road and Blumberg Boulevard, the proposed development will consist of 132 units of townhomes to be completed within two years. Access to the site will be provided via access driveways from Bear Springs Drive and Tuskawilla Road. Figure 1 depicts the location of the project site and the area roadways. Figure 2 depicts the proposed site plan, and it is access configuration. The analysis considers the project’s impacts on the following roadways and intersections in the property vicinity: Roadways SR 434  Central Winds Drive to Tuskawilla Road  Tuskawilla Road to Michael Blake Boulevard  Michael Blake Boulevard to Tuscora Drive Tuskawilla Road  SR 434 to Trotwood Boulevard to  SR 434 to Blumberg Boulevard Intersections SR 434 & Bear Springs Drive SR 434 & Tuskawilla Road Tuskawilla Road and Blumberg Boulevard Data used in this analysis consists of site plan/development information provided by the Project Engineers, daily traffic volume data obtained from the Florida DOT and Seminole County and A.M./P.M. peak hour intersection traffic counts obtained by Traffic Planning and Design, Inc. 849 TuscoraDrSite LocationFigure 1NTSNBlumberg Winter Springs Town CenterProject № 5405SITE850 Proposed Site PlanFigure 2NTSNBlumberg Winter Springs Town CenterProject № 5405 851 Blumberg Winter Springs Town Center Project № 5405 Page 4 EXISTING ROADWAY ANALYSIS Capacity analyses were performed for the study roadway segments and intersections for the existing traffic in order to establish their current operating conditions. The roadway segments were analyzed for daily and A.M./P.M. peak hour conditions. The intersections were analyzed for the A.M. and P.M. peak hour conditions. Roadway Segment Analysis The study roadway segments were analyzed by comparing their existing traffic volumes with their respective capacities at the adopted LOS standard. The daily traffic volumes and capacities were obtained from the Seminole County Roadway Segment counts and Roadway Concurrency Information Sheets (September 2, 2021). The A.M./P.M. peak hour volumes along the roadway segments were obtained from Seminole County counts made in January/February 2021. The Seminole County data are included in Appendix A. Summaries of the daily and A.M./P.M. peak hour roadway capacity analyses are presented in Tables 1 and 2. The existing conditions analysis reveals that the study segments currently operate satisfactorily within their adopted LOS standards. Table 1 Existing Daily Roadway Capacity Analysis Roadway Segment No. of Lanes LOS Standard Daily Capacity1 Existing Daily Volume1 LOS Met? SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 48,000 34,752 YES Tuskawilla Rd to Michael Blake Blvd 4LD E 48,000 26,573 YES Michael Blake Blvd to Tuscora Dr 4LD E 48,000 26,583 YES Tuskawilla Road Trotwood Blvd to SR 434 4LD E 42,560 18,618 YES SR 434 to Blumberg Blvd 2LU D 17,800 6,5442 YES 1 Based on Seminole County Concurrency data 2 Estimated from the intersection counts with the use of K=0.09 852 Blumberg Winter Springs Town Center Project № 5405 Page 5 Table 2 Existing A.M./P.M. Peak Hour Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Existing PHPD Volume Existing LOS Met? LOS Standard P.M. PHPD Capacity A.M. P.M. A.M. P.M. SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 2,000 1,511 1,798 YES YES Tuskawilla Rd to Michael Blake Blvd 4LD E 2,000 1,102 1,293 YES YES Michael Blake Blvd to Tuscora Dr 4LD E 2,000 1,045 1,303 YES YES Tuskawilla Road Trotwood Blvd to SR 434 4LD E 1,800 762 925 YES YES SR 434 to Blumberg Blvd 2L D 675 320 315 YES YES Intersection Analysis A capacity analysis was conducted for each study intersection using HCS7 software in accordance with the procedures of the Highway Capacity Manual (HCM). The capacity analysis was performed using the existing intersection geometries, A.M./P.M. peak hour traffic volumes and signal timings. The A.M./P.M. peak hour volumes were determined from turning movement counts obtained by TPD in March 2022. To capture school traffic, the counts were made from 6:30 A.M. to 9:00 A.M. and from 2:00 P.M. to 6:00 P.M. The counts are included in Appendix B along with signal timing sheets provided by Seminole County. The counts were made during a week in March when the FDOT seasonal factor for Seminole County was 1.08 and therefore the counts were adjusted. From these counts the A.M. and P.M. peak hour intersection volumes and time periods were determined for use in the analysis. At the SR 434 intersections, the peak periods occurred one hour between 7:00 A.M. and 9:00 A.M. and one hour between 4:00 P.M. and 6:00 P.M. However, at the intersection of Tuskawilla Road and Blumberg Boulevard, the P.M. peak hour occurred between 2:15 P.M. and 3:15 P.M. due to the nearby school dismissal time. The hourly counts at this intersection revealed peak A.M. and P.M. volumes on Tuskawilla Road which lasted less than one-half hour. This is what typically occurs on roadways in the vicinity of schools due to school drop-off (arrival) and pick-up (dismissal) times which last for 15- 20 minutes. The project is adding 17 southbound (exiting) trips to Tuskawilla Road during the P.M. peak hour of which 8 make a left turn at SR 434 and 9 continue through southbound. 853 Blumberg Winter Springs Town Center Project № 5405 Page 6 The existing intersection volumes adjusted (as per FDOT seasonal factors) are displayed in Figure 3. The intersection capacity analysis results are summarized in Table 3 and the HCS7 analysis worksheets are included in Appendix C. Table 3 Existing Intersection Capacity Analysis Intersection Control Period EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS SR 434 & Bear Spring Dr Signal A.M. 9.2 A 10.0 B 41.0 D 89.8 F 11.8 B P.M. 13.2 B 13.2 B 35.6 D 81.7 F 14.7 B SR 434 & Tuskawilla Rd Signal A.M. 27.1 C 35.3 D 72.4 E 96.1 F 45.1 D P.M. 34.8 C 55.4 E 117.7 F 96.3 F 62.8 E Tuskawilla Rd & Blumberg Blvd STOP A.M. 14.2 B --- --- 8.2 A --- --- --- --- P.M. 10.4 A --- --- 7.6 A --- --- --- --- The HCS analysis was run using signal timing pattern 1 for the A.M. and pattern 4 for the P.M. analyses consistent with the County’s timing patterns. The results of the intersection capacity analysis indicate that the study intersections currently operate at satisfactory overall Levels of Service but the minor street approaches at Bear Springs Drive and Tuskawilla Road operate with delays representing LOS F traffic conditions. However, there will be V/C (volume to capacity) ratios slightly over 1.00 at three movements (westbound and northbound lefts and westbound throughs) at the SR 434/Tuskawilla Road intersection. 854 Existing A.M./P.M.Peak Hour Traffic VolumesFigure 3NTSNLegend:PM Peak HourAM Peak HourBear Springs DrSR 434Tuskawilla RdBlumberg Blvd32 (22)99 (164)67 (129)25 (57)1,258 (1,109)161 (217)34 (66)785 (1,098)446 (638)662 (596)97 (149)220 (169)21 (18)212 (125)8 (22)15 (21)00 (00)40 (31)4 (2)32 (32)55 (38)1,772 (1,617)15 (46)49 (89)1,352 (1,794)3 (16)14 (15)2 (3)18 (25)7 (18)313 (95)Blumberg Winter Springs Town CenterProject № 5405 855 Blumberg Winter Springs Town Center Project № 5405 Page 8 PROPOSED DEVELOPMENT AND TRIP GENERATION The proposed development will consist of 132 townhomes dwelling units. To determine the impact of this development, an analysis of its trip generation characteristics was conducted. This included the determination of the trips to be generated as well as their distribution and assignment to the area roadways. Trip Generation The trip generation of the proposed development was calculated with the use of trip generation rates obtained from the 11th Edition of the ITE Trip Generation Manual. Table 4 provides a summary of the trip generation calculation. Table 4 Trip Generation Summary ITE Code Land Use Size (DU) Daily A.M. Peak Hour P.M. Peak Hour Rate Trips Rate Enter Exit Total Rate Enter Exit Total 220 Townhomes 132 DU 6.98 921 0.49 15 49 64 0.58 49 28 77 Totals 921 --- 15 49 64 --- 49 28 77 *ITE Equations Used The proposed development is projected to generate 921 daily trips, of which 64 will occur in the A.M. peak hour and 77 will occur in the P.M. peak hour. Trip Distribution/Trip Assignment The proposed distribution pattern was estimated using the 2040 CFRPM V6.1 model with 2020 interpolation. The distribution of the generated trips in the project vicinity is shown in Figure 4. Model distribution plots are included in Appendix D. 856 Trip DistributionFigure 4NTSN35%SITE40%33%27%26%Blumberg Winter Springs Town CenterProject № 540560%857 Blumberg Winter Springs Town Center Project № 5405 Page 10 PROJECTED TRAFFIC CONDITIONS Projected traffic conditions for the project buildout were analyzed using daily and A.M./P.M. peak hour traffic volumes for the roadway segments and A.M./P.M. peak hour traffic volumes for the intersections. The projected traffic volumes used in the analysis consisted of background traffic volumes and project trips. Background traffic volumes were estimated with the use of growth factors for SR 434 (1.06 and 1.05) and Tuskawilla Road (1.08) for a two-year growth. The trends analysis charts are included in Appendix E. Roadway Segment Analysis A roadway segment analysis was performed for the study roadway segments by comparing the projected traffic volumes of the segments with their respective capacities at the adopted LOS standards. The daily, A.M. and P.M. peak hour analyses are summarized in Tables 5, 6 and 7. Table 5 Projected Daily Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Projected Daily Volume Projected LOS Met? LOS Standard Daily Capacity Background1 Project Trips Total SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 48,000 36,837 368 37,205 YES Tuskawilla Rd to Michael Blake Blvd 4LD E 48,000 27,902 249 28,151 YES Michael Blake Blvd to Tuscora Dr 4LD E 48,000 27,912 249 28,161 YES Tuskawilla Road Trotwood Blvd to SR 434 4LD E 42,560 20,107 304 20,411 YES SR 434 to Bloomberg Blvd 2LU D 17,800 7,068 553 7,621 YES 1 Existing multiplied by growth rate. The results of the analysis show that the study roadway segments will continue to operate at adequate LOS in the projected conditions. 858 Blumberg Winter Springs Town Center Project № 5405 Page 11 Table 6 Projected A.M. Peak Hour Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Projected A.M. PHPD Volume Projected LOS Met? LOS Standard P.M. PHPD Capacity Background* Project Total SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 2,000 1,602 20 1,622 YES Tuskawilla Rd to Michael Blake Blvd 4LD E 2,000 1,157 4 1,161 YES Michael Blake Blvd to Tuscora Dr 4LD E 2,000 1,097 4 1,101 YES Tuskawilla Road Trotwood Blvd to SR 434 4LD E 1,800 823 5 828 YES SR 434 to Bloomberg Blvd 2L D 675 346 29 375 YES Table 7 Projected P.M. Peak Hour Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Projected P.M. PHPD Volume Projected LOS Met? LOS Standard P.M. PHPD Capacity Background* Project Total SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 2,000 1,906 20 1,926 YES Tuskawilla Rd to Michael Blake Blvd 4LD E 2,000 1,358 8 1,366 YES Michael Blake Blvd to Tuscora Dr 4LD E 2,000 1,368 7 1,375 YES Tuskawilla Road Trotwood Blvd to SR 434 4LD E 1,800 999 9 1,008 YES SR 434 to Bloomberg Blvd 2L D 675 340 17 357 YES 859 Blumberg Winter Springs Town Center Project № 5405 Page 12 Intersection Analysis To assess the projected operating conditions at the study intersections, intersection capacity analyses were conducted using projected traffic volumes. The intersections were analyzed using the HCS7 Software in accordance with the procedures of the Highway Capacity Manual. Projected peak hour volumes were similarly calculated by applying a growth factor to existing volumes and adding project trips. Figures 5 and 6 show the projected peak hour intersection turning volumes for the study intersections. The projected Levels of Service are summarized in Table 8. Table 8 Projected Intersection Capacity Analysis Intersection Control Period EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS SR 434 & Bear Springs Dr Signal A.M. 10.4 A 12.5 B 41.2 D 92.8 F 14.2 B P.M. 14.9 B 15.4 B 35.4 D 84.5 F 16.8 B SR 434 & Tuskawilla Rd Signal A.M. 31.8 C 44.6 D 73.7 E 99.6 F 51.1 D P.M. 37.2 D 60.8 E 180.1 F 100.3 F 79.7 E Tuskawilla Rd & Blumberg Blvd Stop A.M. 16.4 C --- --- 8.4 A --- --- --- --- P.M. 11.1 B --- --- 7.7 A --- --- --- --- Bear Springs Dr & Site Access 1 Stop A.M. --- --- 10.9 B --- --- 7.6 A --- --- P.M. --- --- 9.8 A --- --- 7.5 A --- --- Tuskawilla Rd & Site Access 2 Stop A.M. 11.5 B --- --- 8.3 A --- --- --- --- P.M. 9.2 A --- --- 7.6 A --- --- --- --- The analysis shows that the study intersections will operate at acceptable overall Levels of Service in the projected conditions similar to existing conditions. As was the case with existing conditions, the minor street approaches at Bear Springs Drive and Tuskawilla Road will experience delays resulting in LOS F traffic conditions. Three movements (westbound and northbound lefts and westbound throughs) at the SR 434/Tuskawilla Road intersection will have a V/C ratio greater than 1.00 similar to existing conditions. There will be no additional v/c failures in the projected conditions. Details printouts of each intersection capacity analysis are included in Appendix F. 860 Projected A.M. Peak HourTraffic VolumesBear Springs DrSR 434Tuskawilla RdBlumberg Blvd23229+(29)=25891642+(20)=62434581,9001652+(6)=581,43331521934107+(16)=12372+(13)=8526+(4)=301,35916936824468715105+(5)=110238Legend:00+(00)=00Total TrafficProject TrafficBackground TrafficFigure 5NTSNSiteSite Access 18338+(9)=347110(6)(20)80Blumberg Winter Springs Town CenterProject № 5405Site Access 2(9)347(29)252861 Projected P.M. Peak HourTraffic VolumesSR 43433+(11)=44234401,7144994+(20)=1141,902171632724177+(9)=186139+(8)=14760+(13)=731,165228691,153670644161+(16)=177183Figure 6NTSNTuskawilla RdBlumberg Blvd19135+(17)=152242319103+(29)=132Blumberg Winter Springs Town CenterProject № 5405Legend:00+(00)=00Total TrafficProject TrafficBackground TrafficSiteSite Access 1134(20)(11)69Site Access 2(29)127(17)154862 Blumberg Winter Springs Town Center Project № 5405 Page 15 The analysis of the intersection of SR 434 and Tuskawilla Road without the project trips as shown in Table 9 revealed the same LOS results as with project trips with the same v/c failures. The identified intersection deficiencies are due to background traffic and not project trips. The background HCS analysis worksheets are also included in Appendix F. Table 9 Background Traffic Conditions Capacity Analysis Intersection Control Period EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS SR 434 & Bear Springs Dr Signal A.M. 9.5 A 11.3 B 41.2 D 90.5 F 12.6 B P.M. 14.2 B 14.3 B 35.4 D 82.1 F 15.7 B SR 434 & Tuskawilla Rd Signal A.M. 30.7 C 42.5 D 72.4 E 97.0 F 49.1 D P.M. 37.0 D 60.7 E 160.4 F 98.6 F 74.9 E Tuskawilla Rd & Blumberg Blvd Stop A.M. 15.3 C -- -- 8.3 A -- -- -- -- P.M. 10.7 B -- -- 7.7 A -- -- -- -- Turn Lane Analysis The need of an exclusive left turn at the intersection of Tuskawilla Road, and Site Access was evaluated based upon NCHRP Report 457, Evaluating Intersection Improvements. Based upon this evaluation, no separate left turn lane is warranted. The warrant analysis chart as per NCHRP Report 457 is included in Appendix G. 863 Blumberg Winter Springs Town Center Project № 5405 Page 16 STUDY CONCLUSIONS This traffic analysis was performed to assess the impact of a proposed townhomes development located in the northwest quadrant of Tuskawilla Road and Blumberg Boulevard in Winter Springs, Florida. The proposed development will consist of 132 units to be completed in two years. Access to the site will be provided via a full access driveway from Bear Springs Drive and a fully access from Tuskawilla Road. The results of the study as documented herein are summarized below: o The proposed development will generate a total daily traffic volume of 921 vehicle trips, of which 64 will occur in the A.M. peak hour and 77 will occur in the P.M. peak hour. o The study roadway segments currently operate at adequate Levels of Service and will continue to operate at satisfactory Levels of Service when project trips are added. o The study roadway intersections currently operate at satisfactory overall Levels of Service and will continue to operate at adequate Levels of Service in the projected conditions with the completion of the proposed development. There will be however some movements at the SR 434/Tuskawilla Road intersection that would be failing with or without the project trips. 864 APPENDICES 865 APPENDIX A Seminole County Traffic Count/LOS Sheet 866 RKEY Roadway Name From To S3440 S.R. 434 Raymond Ave Palm Springs Dr Committed Trips 0 Net Available Capacity 8,638 Current Traffic Count 39,362 Roadway Link Capacity 48,000 S3441 S.R. 434 Palm Springs Dr Rangeline Rd Committed Trips 0 Net Available Capacity 2,991 Current Traffic Count 45,009 Roadway Link Capacity 48,000 S3445 S.R. 434 Rangeline Rd C.R. 427 Committed Trips 77 Net Available Capacity 4,654 Current Traffic Count 43,269 Roadway Link Capacity 48,000 S3450 S.R. 434 C.R. 427 U.S. 17-92 Committed Trips 58 Net Available Capacity 20,839 Current Traffic Count 27,103 Roadway Link Capacity 48,000 S3455 S.R. 434 U.S. 17-92 Belle Ave Committed Trips 0 Net Available Capacity 13,679 Current Traffic Count 34,321 Roadway Link Capacity 48,000 S3460 S.R. 434 Belle Ave SR 419 Committed Trips 0 Net Available Capacity 22,920 Current Traffic Count 25,080 Roadway Link Capacity 48,000 S3465 S.R. 434 SR 419 Tuskawilla Rd Committed Trips 0 Net Available Capacity 9,594 Current Traffic Count 38,406 Roadway Link Capacity 48,000 S3470 S.R. 434 Tuskawilla Rd Springs Ave Committed Trips 293 Net Available Capacity 18,419 Current Traffic Count 29,288 Roadway Link Capacity 48,000 S3472 S.R. 434 Springs Ave E-W Expressway Committed Trips 0 Net Available Capacity 19,939 Current Traffic Count 28,061 Roadway Link Capacity 48,000 Thursday, September 2, 2021 Page 36 of 50 This information has been provided by Tony Nelson, P.E. at Seminole County Engineering and is current information as of the above referenced date. 867 RKEY Roadway Name From To TSK10 Tuskawilla Rd S.R. 434 Trotwood Blvd Committed Trips 0 Net Available Capacity 21,043 Current Traffic Count 21,517 Roadway Link Capacity 42,560 TSK25 Tuskawilla Rd Trotwood Blvd Winter Springs Blvd Committed Trips -8 Net Available Capacity 22,450 Current Traffic Count 20,118 Roadway Link Capacity 42,560 TSK50 Tuskawilla Rd Winter Springs Blvd Dyson Dr Committed Trips 0 Net Available Capacity 18,148 Current Traffic Count 24,412 Roadway Link Capacity 42,560 TSK60 Tuskawilla Rd Dyson Dr E. Lake Dr Committed Trips 0 Net Available Capacity 12,454 Current Traffic Count 30,106 Roadway Link Capacity 42,560 TSK75 Tuskawilla Rd E. Lake Dr Eagle Blvd Committed Trips 0 Net Available Capacity 6,549 Current Traffic Count 36,011 Roadway Link Capacity 42,560 TSK80 Tuskawilla Rd Eagle Blvd Red Bug Lake Rd Committed Trips 0 Net Available Capacity 6,173 Current Traffic Count 36,387 Roadway Link Capacity 42,560 TSK90 Tuskawilla Rd Red Bug Lake Rd Dike Rd Committed Trips 0 Net Available Capacity 31,002 Current Traffic Count 32,838 Roadway Link Capacity 63,840 TSK95 Tuskawilla Rd Dike Rd S.R. 426 Committed Trips 0 Net Available Capacity 12,274 Current Traffic Count 30,286 Roadway Link Capacity 42,560 U1700 U.S. 17-92 Orange County Line Lake of the Woods Blvd Committed Trips 392 Net Available Capacity 2,610 Current Traffic Count 56,998 Roadway Link Capacity 60,000 Thursday, September 2, 2021 Page 45 of 50 This information has been provided by Tony Nelson, P.E. at Seminole County Engineering and is current information as of the above referenced date. 868 Start Date:00:00 Stop Date:24:00 County:295 Location:#295: SR 434: E-W Expressway to Springs Ave ( 100' E of Springs Ave) 09-Feb-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 9 9 1 10 11 30 88 217 263 218 183 160 30 6 9 5 7 21 43 126 252 228 214 174 169 45 7 7 0 3 24 66 167 295 262 187 178 198 00 2 4 9 8 21 95 182 281 241 217 149 179 Hr Total 24 29 15 28 77 234 563 1045 994 836 684 706 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 188 211 225 223 270 331 268 147 129 79 57 35 30 222 226 198 263 279 384 209 145 118 85 39 21 45 198 162 254 237 250 322 241 127 98 61 42 18 00 180 209 196 249 275 266 191 118 106 70 31 20 Hr Total 788 808 873 972 1074 1303 909 537 451 295 169 94 13,508 7:15 AM Peak Volume:1,091 AM Peak Hour Factor:0.92 16:45 PM Peak Volume:1,312 PM Peak Hour Factor:0.85 09-Feb-21 End Time 00 01 02 03 04 05 6 07 08 09 10 11 15 11 7 5 4 5 26 82 236 249 240 156 172 30 19 9 9 8 12 50 132 261 262 207 155 161 45 13 8 4 8 16 56 161 263 199 207 167 167 00 10 5 11 13 23 75 210 244 198 157 151 178 Hr Total 53 29 29 33 56 207 585 1004 908 811 629 678 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 157 177 194 200 260 311 264 158 116 65 51 32 30 177 195 218 247 282 351 217 160 99 75 46 30 45 176 189 200 257 288 298 213 137 108 70 60 21 00 197 204 219 242 330 252 160 123 105 76 27 19 Hr Total 707 765 831 946 1160 1212 854 578 428 286 184 102 13,075 7:30 AM Peak Volume:1,018 AM Peak Hour Factor:0.97 16:45 PM Peak Volume:1,290 PM Peak Hour Factor:0.92 09-Feb-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 20 16 6 14 16 56 170 453 512 458 339 332 30 25 18 14 15 33 93 258 513 490 421 329 330 45 20 15 4 11 40 122 328 558 461 394 345 365 00 12 9 20 21 44 170 392 525 439 374 300 357 Hr Total 77 58 44 61 133 441 1148 2049 1902 1647 1313 1384 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 345 388 419 423 530 642 532 305 245 144 108 67 30 399 421 416 510 561 735 426 305 217 160 85 51 45 374 351 454 494 538 620 454 264 206 131 102 39 00 377 413 415 491 605 518 351 241 211 146 58 39 Hr Total 1495 1573 1704 1918 2234 2515 1763 1115 879 581 353 196 26,583 7:15 AM Peak Volume:2,108 AM Peak Hour Factor:0.94 16:45 PM Peak Volume:2,602 PM Peak Hour Factor:0.89 AM Peak Hour Begins: PM Peak Hour Begins: Westbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Total Volume for All Lanes 24 Hour Total : Seminole Station ID: Eastbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Roadway Count Summary Luke Transportation Engineering Consultants, Inc. 09-Feb-21 Start Time: 10-Feb-21 Stop Time: 869 Start Date:00:00 Stop Date:24:00 County:296 Location:#296: SR 434: Springs Ave to Tuskawilla Rd ( 2000' E of Tuskawilla Rd) 09-Feb-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 10 12 3 8 9 33 82 188 243 242 173 173 30 12 6 5 4 18 39 129 226 217 207 165 156 45 5 11 1 3 23 58 141 279 229 178 187 195 00 3 2 9 10 22 79 166 262 232 192 141 190 Hr Total 30 31 18 25 72 209 518 955 921 819 666 714 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 194 211 242 236 280 326 287 145 141 87 61 34 30 237 216 218 261 282 403 218 164 123 90 44 25 45 178 181 280 274 263 326 205 144 115 72 51 20 00 198 192 193 239 277 238 221 128 121 77 24 18 Hr Total 807 800 933 1010 1102 1293 931 581 500 326 180 97 13,538 7:15 AM Peak Volume:1,010 AM Peak Hour Factor:0.91 16:45 PM Peak Volume:1,332 PM Peak Hour Factor:0.83 09-Feb-21 End Time 00 01 02 03 04 05 6 07 08 09 10 11 15 18 9 5 4 6 33 100 269 260 237 162 176 30 17 6 5 8 11 43 139 278 260 218 157 179 45 13 12 5 9 19 72 181 282 209 217 170 152 00 7 5 8 13 22 67 238 273 203 165 171 202 Hr Total 55 32 23 34 58 215 658 1102 932 837 660 709 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 166 187 211 186 253 281 248 128 111 57 50 29 30 164 187 229 232 263 341 209 137 91 60 45 25 45 180 203 205 259 261 268 220 129 94 51 48 17 00 174 206 238 219 325 250 169 106 97 65 31 15 Hr Total 684 783 883 896 1102 1140 846 500 393 233 174 86 13,035 7:00 AM Peak Volume:1,102 AM Peak Hour Factor:0.98 16:45 PM Peak Volume:1,215 PM Peak Hour Factor:0.89 09-Feb-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 28 21 8 12 15 66 182 457 503 479 335 349 30 29 12 10 12 29 82 268 504 477 425 322 335 45 18 23 6 12 42 130 322 561 438 395 357 347 00 10 7 17 23 44 146 404 535 435 357 312 392 Hr Total 85 63 41 59 130 424 1176 2057 1853 1656 1326 1423 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 360 398 453 422 533 607 535 273 252 144 111 63 30 401 403 447 493 545 744 427 301 214 150 89 50 45 358 384 485 533 524 594 425 273 209 123 99 37 00 372 398 431 458 602 488 390 234 218 142 55 33 Hr Total 1491 1583 1816 1906 2204 2433 1777 1081 893 559 354 183 26,573 7:15 AM Peak Volume:2,103 AM Peak Hour Factor:0.94 16:45 PM Peak Volume:2,547 PM Peak Hour Factor:0.86 AM Peak Hour Begins: PM Peak Hour Begins: Westbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Total Volume for All Lanes 24 Hour Total : Seminole Station ID: Eastbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Roadway Count Summary Luke Transportation Engineering Consultants, Inc. 09-Feb-21 Start Time: 10-Feb-21 Stop Time: 870 Start Date:00:00 Stop Date:24:00 County:297 Location:#297: SR 434: Tuskawilla Rd to SR 419 ( 2700' E of SR 419) 23-Feb-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 23 14 15 6 14 31 102 310 246 235 211 205 30 13 7 5 19 17 44 130 275 349 255 216 212 45 12 8 11 12 23 60 204 254 339 260 203 235 00 10 9 1 15 23 97 262 295 267 237 219 220 Hr Total 58 38 32 52 77 232 698 1134 1201 987 849 872 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 256 287 309 311 334 488 359 232 181 114 71 38 30 258 242 284 358 357 506 327 210 161 125 60 35 45 251 279 283 336 404 435 242 198 126 89 58 27 00 237 345 289 327 422 369 243 178 136 89 37 21 Hr Total 1002 1153 1165 1332 1517 1798 1171 818 604 417 226 121 17,554 7:45 AM Peak Volume:1,229 AM Peak Hour Factor:0.88 16:45 PM Peak Volume:1,851 PM Peak Hour Factor:0.91 23-Feb-21 End Time 00 01 02 03 04 05 6 07 08 09 10 11 15 20 8 6 6 9 55 120 334 371 285 207 219 30 15 7 7 14 16 70 157 425 380 309 249 219 45 13 8 9 15 27 77 240 388 352 293 209 234 00 15 10 6 7 37 90 287 364 273 247 260 199 Hr Total 63 33 28 42 89 292 804 1511 1376 1134 925 871 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 263 285 223 281 292 341 275 216 155 104 65 41 30 245 247 305 302 332 339 284 173 158 97 78 30 45 282 251 369 297 324 318 286 167 91 97 51 20 00 242 250 288 287 328 319 243 138 119 65 36 31 Hr Total 1032 1033 1185 1167 1276 1317 1088 694 523 363 230 122 17,198 7:15 AM Peak Volume:1,548 AM Peak Hour Factor:0.91 16:30 PM Peak Volume:1,332 PM Peak Hour Factor:0.98 23-Feb-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 43 22 21 12 23 86 222 644 617 520 418 424 30 28 14 12 33 33 114 287 700 729 564 465 431 45 25 16 20 27 50 137 444 642 691 553 412 469 00 25 19 7 22 60 187 549 659 540 484 479 419 Hr Total 121 71 60 94 166 524 1502 2645 2577 2121 1774 1743 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 519 572 532 592 626 829 634 448 336 218 136 79 30 503 489 589 660 689 845 611 383 319 222 138 65 45 533 530 652 633 728 753 528 365 217 186 109 47 00 479 595 577 614 750 688 486 316 255 154 73 52 Hr Total 2034 2186 2350 2499 2793 3115 2259 1512 1127 780 456 243 34,752 7:45 AM Peak Volume:2,696 AM Peak Hour Factor:0.92 16:45 PM Peak Volume:3,177 PM Peak Hour Factor:0.94 AM Peak Hour Begins: PM Peak Hour Begins: Westbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Total Volume for All Lanes 24 Hour Total : Seminole Station ID: Eastbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Roadway Count Summary Luke Transportation Engineering Consultants, Inc. 23-Feb-21 Start Time: 24-Feb-21 Stop Time: 871 Start Date:00:00 Stop Date:24:00 County:326 Location:#326: Tuskawilla Rd: SR 434 to Trotwood Blvd ( 2200' N of Trotwood Blvd) 12-Jan-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 9 9 5 1 5 16 61 197 162 230 97 102 30 10 8 1 6 7 27 81 166 176 182 96 121 45 11 7 2 6 10 38 110 195 135 111 116 130 00 10 3 3 3 17 37 168 204 195 123 132 120 Hr Total 40 27 11 16 39 118 420 762 668 646 441 473 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 112 132 138 172 286 199 172 128 70 63 31 20 30 148 127 255 171 235 200 140 92 79 45 34 13 45 127 154 156 187 219 226 141 109 74 40 32 14 00 137 135 160 204 185 219 115 85 63 35 21 13 Hr Total 524 548 709 734 925 844 568 414 286 183 118 60 9,574 7:00 AM Peak Volume:762 AM Peak Hour Factor:0.97 15:45 PM Peak Volume:944 PM Peak Hour Factor:0.83 12-Jan-21 End Time 00 01 02 03 04 05 6 07 08 09 10 11 15 14 7 4 3 5 11 50 143 149 159 102 133 30 11 4 1 3 2 14 53 193 145 118 108 128 45 5 4 0 1 7 30 68 180 172 155 100 121 00 3 2 5 5 15 38 117 153 197 97 114 102 Hr Total 33 17 10 12 29 93 288 669 663 529 424 484 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 130 126 138 158 205 219 185 117 85 66 30 15 30 117 139 161 182 227 240 162 80 69 51 29 10 45 120 146 213 196 186 236 141 89 55 24 22 11 00 130 145 166 220 206 207 136 99 61 19 19 5 Hr Total 497 556 678 756 824 902 624 385 270 160 100 41 9,044 7:15 AM Peak Volume:675 AM Peak Hour Factor:0.87 17:00 PM Peak Volume:902 PM Peak Hour Factor:0.94 12-Jan-21 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 23 16 9 4 10 27 111 340 311 389 199 235 30 21 12 2 9 9 41 134 359 321 300 204 249 45 16 11 2 7 17 68 178 375 307 266 216 251 00 13 5 8 8 32 75 285 357 392 220 246 222 Hr Total 73 44 21 28 68 211 708 1431 1331 1175 865 957 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 242 258 276 330 491 418 357 245 155 129 61 35 30 265 266 416 353 462 440 302 172 148 96 63 23 45 247 300 369 383 405 462 282 198 129 64 54 25 00 267 280 326 424 391 426 251 184 124 54 40 18 Hr Total 1021 1104 1387 1490 1749 1746 1192 799 556 343 218 101 18,618 7:00 AM Peak Volume:1,431 AM Peak Hour Factor:0.95 15:45 PM Peak Volume:1,782 PM Peak Hour Factor:0.91 AM Peak Hour Begins: PM Peak Hour Begins: Southbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Total Volume for All Lanes 24 Hour Total : Seminole Station ID: Northbound Volume 24 Hour Total : AM Peak Hour Begins: PM Peak Hour Begins: Roadway Count Summary Luke Transportation Engineering Consultants, Inc. 12-Jan-21 Start Time: 13-Jan-21 Stop Time: 872   APPENDIX B Intersection Counts and Signal Timing Data 873 Prepared by National Data & Surveying Services ID:22-130075-001 Day: City:Winter Springs Date: AM 374300 AM NOON 0000 NOON PM 292300 PM AM NOON PM PM NOON AM 0000 0 35051 0 1497 0 1641 203 0015 0 9 43079 0 TEV 3109 0 3434 0 28 0 5 1252 0 1661 0 PHF 0.96 0.95 3015 0 0000 AM NOON PM PM NOON AM PM 014323PM NOON 0000NOON AM 013217AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 16 NORTHBOUND Bear Springs Dr/McLeod's Way Cars (NOON) HT (NOON) NONE 1742 0 1304 Cars (AM)32 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4341693 0 1543 CONTROL Signalized 0 NONE 05:00 PM - 06:00 PM 117 Bear Springs Dr/McLeod's Way & SR 419/SR 434 Peak Hour Turning Movement Count Bear Springs Dr/McLeod's Way Tuesday SOUTHBOUND 3/22/2022 2:00 PM - 06:00 PMPEAK HOURS07:45 AM - 08:45 AM 96 6:30 AM - 09:00 AM COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 2 00 0 10 100 170 1 10 040 010 01 40 00 21 1 0000000 0 00 0 0 0000002 39 00 63 2 10310034 1457 1515 1640 78 29230233140 0 00 0 0 00000049 1602 93 1189 41 3642716213874 LOCATION:Bear Springs Dr/McLeod's Way & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐001 Tue, Mar 22, 2022 71 98 Peak‐Hour: 07:45 AM ‐ 08:45 AM 5.6 4.2 1691 45 51 1706 2.4 4.4 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 37 4 30 3.9 2.4Peak Hour Factor 1252 0.96 1641 5.0 2.4 10.02.7 0.0 0.0 5.1 13 2 17 0.0 0.0 5.9 1300 3 14 1299 5.0 0.0 20 10 10 21 32 0.0 3.1 00 000 01 00 11 000 22 63 39 103 00 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Bear Springs Dr/McLeod's Way Bear Springs Dr/McLeod's Way SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 06:30 AM 2 0 2 0 4 0 7 Thru Rgt URgt U R* Left Thru Rgt 430 2200 06:45 AM 1 0 2 0 8 0 0 212 19 10 7 174 2 0 515 2491 07:00 AM 4 1 3 0 17 2 0 234 45 210 0 25 184 2 0 608 2756 07:15 AM 4 1 2 0 1 0 0 242 652 16 0 17 240 17 4 647 2934 07:30 AM 3 1 7 0 246 1 0 0 324190171 11 309810 060 397 9 6 721 7 2 780 269 2 0 250100 3109 08:00 AM 4 0 5 0 258 0 1 5 4769280 507:45 AM 1 302413 287 1 110 442 16 1 786 11 1 811 035090 2238 08:30 AM 3 1 5 0 340 1 1 1 42260120 908:15 AM 5 142716 367 1 050 301 17 1 732 6 3 695 0010 2 8 0 695304 1 0 6 33750120 1208:45 AM 4 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4240 R* Left Thru Rgt U 68 8 3684 Heavy Trucks 0 0 4 8 1468 4 4 20 1904408480 64All Vehicles 20 0484 1520 4 4800 8 12 Bicycles 0 0 0 0 0 0 4 44Pedestrians 4 0 40 0 00 Stopped Buses Buses 875 LOCATION:Bear Springs Dr/McLeod's Way & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0004 22‐130075‐001 Tue, Mar 22, 2022 61 120 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.0 1.7 1540 82 35 1575 2.6 1.2 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 29 2 30 2.9 2.6Peak Hour Factor 1661 0.95 1497 1.3 2.7 0.00.0 0.0 0.0 1.2 14 3 23 0.0 0.0 0.0 1758 15 43 1714 1.3 0.0 11 00 20 60 40 0.0 0.0 14 010 07 01 10 000 11 21 40 000 00 000 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Bear Springs Dr/McLeod's Way Bear Springs Dr/McLeod's Way SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 02:00 PM 2 0 3 0 10 1 8 Thru Rgt URgt U R* Left Thru Rgt 519 2421 02:15 PM 3 1 1 0 21 0 1 224 19 70 21 221 1 1 626 2476 02:30 PM 1 0 3 0 46 0 4 268 19 429 0 36 240 0 6 656 2566 02:45 PM 0 0 4 0 0 3 1 307 94 24 0 17 235 9 9 620 2655 03:00 PM 5 0 2 0 270 2 0 2 29310 0 8 0 13 274015 120 279 5 9 574 12 6 716 235 4 1 180100 2956 03:30 PM 1 0 7 0 367 0 0 3 2934070 2103:15 PM 0 301221 375 1 140 305 3 8 745 4 7 705 13100100 3011 04:00 PM 1 0 5 0 355 1 0 5 28514 0 8 0 2103:45 PM 0 312521 339 2 040 391 9 7 790 7 2 772 154050 3222 04:30 PM 1 0 2 0 410 1 1 2 3024190 2504:15 PM 4 335115 341 3 140 349 8 7 744 6 3 819 019260 3421 05:00 PM 3 0 3 0 393 1 1 5 3736060 1804:45 PM 2 343420 431 3 170 385 6 8 887 10 4 901 1414 0 9 0 2547 05:30 PM 2 0 8 0 442 6 0 5 38610 0 7 0 1805:15 PM 5 164626 365 1 250 378 12 9 814 7 7 832 012190 832423 5 2 5 3484140 1505:45 PM 4 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 8320 R* Left Thru Rgt U 48 36 3708 Heavy Trucks 0 0 0 0 1768 24 8 20 154456 4 36 0 104All Vehicles 20 0604 1000 0 4320 8 40 Bicycles 0 0 0 0 4 0 0 420Pedestrians 4 12 40 0 00 Stopped Buses Buses 876 Site Code: 22-130075-001 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 NT/ST 00:42 - 00:17 SL/ST - 00:20 - WL/WT 00:16 - - EL/ET - 00:12 00:20 ET/WT 04:40 02:18 02:12 N/S Street: Bear Springs Dr/McLeod's Way Speed: 20/25 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 877 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 30 92 62 0 AM NOON 0000 NOON PM 20 152 119 0 PM AM NOON PM PM NOON AM 0000 0 53023 0 1027 0 1165 209 00196 0 145 29052 0 TEV 3599 0 4087 0 504 727 0 1017 0 PHF 0.98 0.94 413 0 591 0 0000 AM NOON PM PM NOON AM PM 0 552 138 156 PM NOON 0000NOON AM 0 613 90 204 AM 0 NONE 05:00 PM - 06:00 PM 243 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 3/22/2022 2:00 PM - 06:00 PMPEAK HOURS07:30 AM - 08:30 AM 142 6:30 AM - 09:00 AM COUNT PERIODSNONE 1297 0 997 Cars (AM)939 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4341810 0 1608 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 650 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 00 0 00 000 010 1 10 000 100 00 28 03 16 0 00130120 0 00 0 0 0000001 30 014 40 0 41121953 999 196588 1001 52 201521181531385400 0 00 0 0 00000022 1135 145399 687 29 26916120289604878 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 04 0 40 8 8 Bicycles 0 0 0 0 0 0 0 04Pedestrians 0 4 44 4 17248 05224 4160 Heavy Trucks 20 4 8 4 784 452 4 184 136472 120 44 0 36All Vehicles 704 0 104 248 0 R* Left Thru Rgt U 32 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 836144 142 1 45 21814 32 10 0 908:45 AM 137 24 50 0 177 8 1 852 10 0 836 13523 39 5 0 2602 08:30 AM 132 16 31 0 196 113 1 41 26412 25 5 0 908:15 AM 176 16889 226 149 26 35 0 280 7 1 902 8 3 914 02918 23 10 0 3574 08:00 AM 170 24 48 0 172 96 1 29 34116 14 11 0 507:45 AM 130 35048 185 99 26 59 0 280 2 0 877 6 0 906 174 105 0 4616 30 4 0 6 1 795 3480 07:30 AM 137 14 62 0 183 94 0 49 22533 47 1 0 7 35997 36 174 2142 8 0 10 143 07:15 AM 96 18 35 0 84 0 3174 07:00 AM 156 105 33 0 28 0 43 177 19 07 0 8 119 63 3 843 3421 493 2790 06:45 AM 109 55 28 0 11 20 24 166 10 10 5 119 52 0 659 Thru Rgt URgt U R* Left Thru Rgt 06:30 AM 53 18 24 0 9 10 2 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 14 0 912 01 40 30 411 01 10 00 000 00 00 01 654 907 2.3 1.3 01 000 4.3 613 90 204 1.5 1.1 1.0 1171 413 149 993 4.6 3.4 727 0.98 1165 5.5 2.6 1.613.3 1.1 0.0 22‐130075‐002 Tue, Mar 22, 2022 184 144 Peak‐Hour: 07:30 AM ‐ 08:30 AM 3.3 1.4 1808 31 23 1337 2.4 0.0 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 30 92 62 4.3 2.3Peak Hour Factor 879 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 40 0 00 16 12 Bicycles 4 4 0 0 4 0 0 48Pedestrians 0 0 40 0 1040 0 0244 4856 Heavy Trucks 24 0 8 4 1144 660 20 244 1176164 212 24 0 76All Vehicles 652 0 176 216 0 R* Left Thru Rgt U 80 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 937231 139 3 61 24412 21 6 0 1305:45 PM 124 37 25 0 250 17 0 1027 20 1 937 04231 53 6 0 2997 05:30 PM 163 44 34 0 286 159 1 43 23935 40 2 0 1105:15 PM 137 19649 250 128 30 43 0 294 12 1 1090 4 3 1033 55041 38 6 0 4087 05:00 PM 128 27 54 0 217 129 0 44 23026 30 5 0 704:45 PM 157 408719 250 165 29 46 0 232 18 4 938 15 2 937 13826 41 9 0 3919 04:30 PM 121 32 40 0 269 127 2 45 21925 42 8 0 404:15 PM 119 39989 268 99 29 49 0 189 5 1 926 15 1 954 53633 36 11 0 3725 04:00 PM 200 32 53 0 223 141 2 37 19929 61 3 0 1203:45 PM 120 37558 196 121 34 38 0 190 16 1 847 8 0 907 23425 31 11 0 3544 03:30 PM 100 25 50 0 216 129 2 32 18523 38 7 0 1303:15 PM 133 363410 198 154 21 45 0 166 11 4 726 15 5 864 150 107 4 2520 38 11 0 12 2 761 3198 03:00 PM 121 22 36 0 160 95 3 51 16329 35 11 0 11 334411 23 170 775 9 0 11 174 02:45 PM 129 26 34 0 124 1 3060 02:30 PM 118 30 34 0 39 0 35 143 10 116 0 7 126 95 5 820 3171 615 2949 02:15 PM 153 45 45 0 33 44 31 135 9 00 3 133 87 1 753 Thru Rgt URgt U R* Left Thru Rgt 02:00 PM 83 31 26 0 38 29 9 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 30 12 0 3 00 16 28 001 01 00 00 110 11 00 10 944 846 0.3 1.8 00 020 1.5 552 138 156 2.2 0.0 1.9 1669 591 201 1292 1.1 0.5 1017 0.94 1027 1.6 2.7 0.80.0 0.0 0.0 22‐130075‐002 Tue, Mar 22, 2022 291 252 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.3 0.0 1599 61 53 1281 2.5 0.0 Peak 15‐Minute: 05:00 PM ‐ 05:15 PM 20 152 119 0.0 2.2Peak Hour Factor 880 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 881 Prepared by National Data & Surveying Services ID:22-130075-003 Day: City:Winter Springs Date: AM 19 196 0 0 AM NOON 0000 NOON PM 17 231 0 0 PM AM NOON PM PM NOON AM 0000 0 000 0 000 001 00000 7020 0 TEV 532 0 393 0 000 000 0 PHF 0.55 0.72 14019 0 0000 AM NOON PM PM NOON AM PM 017880PM NOON 0000NOON AM 0 6 290 0 AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 210 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 000 Cars (AM)250 HT (AM)Blumberg BlvdEASTBOUNDWESTBOUNDBlumberg Blvd25035 CONTROL 1-Way Stop(EB) 0 NONE 02:15 PM - 03:15 PM 108 Tuskawilla Rd & Blumberg Blvd Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 3/22/2022 2:00 PM - 06:00 PMPEAK HOURS06:45 AM - 07:45 AM 297 6:30 AM - 09:00 AM COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 10 0 30 010 000 0 00 010 020 10 0 00 0 0 0500000 0 00 0 0 0000000 0 00 0 0 0000100 0 019 0 20 172260088170 0 00 0 0 0000000 0 014 0 7 19196002896882 LOCATION:Tuskawilla Rd & Blumberg Blvd PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐003 Tue, Mar 22, 2022 215 297 Peak‐Hour: 06:45 AM ‐ 07:45 AM 0.0 0.3 25 7 0 0 0.0 0.0 Peak 15‐Minute: 07:00 AM ‐ 07:15 AM 19 196 0 0.0 0.0Peak Hour Factor 0 0.55 0 0.0 0.0 0.00.0 0.0 0.0 0.0 6 290 0 0.0 0.3 0.0 21 14 0 0 0.0 0.0 00 00 00 210 296 0.0 0.3 10 020 00 00 00 010 00 00 000 00 010 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Blumberg Blvd Blumberg Blvd TotalUR*LeftThru R*UR*Left 06:30 AM 1 22 0 0 0 14 3 Thru Rgt URgt U R* Left Thru Rgt 42 526 06:45 AM 2 82 0 0 0 28 00000 0020 120 532 07:00 AM 1 155 0 0 0 0 000040 004 0 244 466 07:15 AM 1 43 0 0 10 00079 5 0 3 0 0 0 120 276 07:30 AM 2 10 0 0 030 0006550 3 2241 23 0 0 000 48 00 54 060 002450 241 08:00 AM 3 19 0 0 040 0002030 307:45 AM 1 267203 28 0 0 000 54 00 68 0002250 213 08:30 AM 1 16 0 0 050 0002670 208:15 AM 0 145404 23 0 0 000 65 00 80 0003640 80040 00036110 308:45 AM 3 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 620 0 0 R* Left Thru Rgt U 00 1000 Heavy Trucks 0 4 0 0 0240 0 00 316 20 0 12All Vehicles 8 000 400 000 12 4 Bicycles 0 4 0 0 8 0 0 00Pedestrians 0 4 00 0 00 Stopped Buses Buses 883 LOCATION:Tuskawilla Rd & Blumberg Blvd PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐003 Tue, Mar 22, 2022 248 109 Peak‐Hour: 02:15 PM ‐ 03:15 PM 2.0 0.0 34 21 0 0 0.0 0.0 Peak 15‐Minute: 02:15 PM ‐ 02:30 PM 17 231 0 0.0 0.0Peak Hour Factor 0 0.72 0 0.0 0.0 0.00.0 2.2 0.0 0.0 17 88 0 0.0 0.0 0.0 40 19 0 0 0.0 0.0 10 20 00 250 105 2.0 0.0 21 010 10 00 31 010 00 00 050 00 000 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Blumberg Blvd Blumberg Blvd TotalUR*LeftThru R*UR*Left 02:00 PM 5 27 0 0 0 17 2 Thru Rgt URgt U R* Left Thru Rgt 59 383 02:15 PM 3 36 0 0 0 81 00000 3050 137 393 02:30 PM 1 22 0 0 0 0 000050 507 0 135 318 02:45 PM 5 15 0 0 30 00093 9 0 7 0 0 0 52 256 03:00 PM 8 15 0 0 050 0002210 4 2734 17 0 0 000 69 00 62 041 003520 274 03:30 PM 4 21 0 0 050 0002720 803:15 PM 3 280206 28 0 0 000 73 00 69 0003730 278 04:00 PM 1 29 0 0 040 0003210 203:45 PM 2 264704 24 0 0 000 70 00 68 0002900 282 04:30 PM 3 32 0 0 020 0002470 704:15 PM 4 275704 21 0 0 000 71 00 55 0002320 254 05:00 PM 5 27 0 0 080 0001720 204:45 PM 5 2426012 16 0 0 000 88 00 61 0003260 154 05:30 PM 3 27 0 0 080 0002730 505:15 PM 2 93206 17 0 0 000 50 00 43 1001010 43020 0001050 805:45 PM 1 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 144 0 0 R* Left Thru Rgt U 00 644 Heavy Trucks 0 0 0 0 0284 0 00 372 36 0 28All Vehicles 32 000 880 000 12 28 Bicycles 0 4 0 0 4 0 4 80Pedestrians 8 12 00 0 00 Stopped Buses Buses 884 Site Code: 22-130075-003 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: 1-Way Stop(EB) N/S Street: Tuskawilla Rd Speed: 25 MPH E/W Street: Blumberg Blvd Speed: 20 MPH 885 Name Direction WL ET _ST EL WT SL NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ________ Min Green 6 15 _8 6 15 6 8 ________________ Passage 3 5 _3 3 5 3 3 ________________ Max 1 30 120 _25 30 110 20 20 ________________ Max 2 30 70 _20 30 70 20 20 ________________ Yellow Clr 4.8 4.8 _3.4 4.8 4.8 3.4 3.4 ________________ Red Clr 2.3 2 _3.8 2.1 2 2.9 3.8 ________________ Walk _7 _7 _7 _7 ________________ Ped Clear _19 _32 _19 _31 ________________ Red Revert 3 3 _3 3 3 3 3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 _4 5 6 7 8 Enable ✓✓_✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓_✓✓✓✓✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 _4 5 6 7 8 Lock Call ✓✓__✓✓__________Max 2 ________ Flash Ent ___✓___✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓__________________ Dual Entry _✓_✓_✓✓_________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase ________________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (35) Bear Springs Dr Syn Green _ SR 434 Bear Spgs SR 434 Bear Spgs Date February 16, 2022 Done By Comm ID 1360 P2P Pattern _InSync _ Node #12076 Free Action 254 Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\DMcginnis Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Max 2 Yel Clr Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 Cnf Phase _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ 886 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 17 123 _40 16 124 19 21 ________Hour _9 10 18 19 ___ Seq =1 _✓______________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 254 8 18 9 254 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =140 18 85 _37 19 84 18 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 19 116 _35 24 111 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________2 Action ________ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =130 19 72 _39 18 73 16 23 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min _30 30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 17 58 _35 16 59 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________3 Action ________ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =110 17 58 _35 16 59 16 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 17 58 _35 16 59 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________4 Action ________ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =110 17 58 _35 16 59 16 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________5 Action ________ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =_________________Hour _6 9 15 19 21 __ Seq =_________________P Min __30 15 ____ Mode ________________L Action 254 1 3 4 5 254 __ Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________6 Action ________ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =_________________Hour _8 9 17 20 ___ Seq =_________________P Min __30 30 30 ___ Mode ________________L Action 254 6 16 7 254 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 76 _37 16 77 18 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Coordination Splits 1-16 Day Plans 1-8 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 887 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 20 131 _39 26 125 20 19 ________Hour ________ Seq =1 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 76 _37 16 77 18 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 20 131 _39 26 125 20 19 ________Hour ________ Seq =1 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 888 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 20 1 1 2 _1 __12 22 _____✓✓________ Pattern - 2 __________________________ Pattern - 3 140 29 3 1 2 _2 __12 22 ____✓✓✓________ Pattern - 4 170 79 4 1 2 _1 __12 22 _____✓✓________ Pattern - 5 130 11 5 1 2 _1 __12 22 _____✓✓________ Pattern - 6 110 58 6 1 2 _1 __12 22 _____✓✓________ Pattern - 7 110 52 7 1 2 _1 __12 22 _____✓✓________ Pattern - 8 110 58 8 1 2 _1 __12 22 _____✓✓________ Pattern - 9 110 52 9 1 2 _1 __12 22 _____✓✓________ Pattern - 10 __________________________ Pattern - 11 __________________________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 19 16 1 2 _1 __12 22 _____✓✓________ Pattern - 17 190 155 17 1 2 _1 __12 22 _____✓✓________ Pattern - 18 130 19 18 1 2 _1 __12 22 _____✓✓________ Pattern - 19 190 138 19 1 2 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 __________________________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ Pattern - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 6 __________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 8 ___________________ Detector 7 4 _8 _________________ Detector 8 5 2 __________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 7 ___________________ Detector 14 8 _8 _________________ Detector 15 ____________________ Detector 16 ____________________ 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 33 34 35 36 23 24 25 26 27 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 BIU-4 49 50 51 52 53 889 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________8 ____________4 8 __ Pre Run 4 ON ________4 7 ___________4 8 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 P4 6 4 7 1 P6 P6 5 6 P4 W E P4 P8 1 2 4 5 P2 P2 8 2 P4 P8 P2 P2 1 2 3 4 5 6 7 8 Bear Springs Dr. N SR 434 S Cabinet Mc Lead's Way Seq 1 Ring 1 Ring 2 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase Phases 1 & 5 are 5_sec and use Det switching.Patterns 17 and 19 are used for SR 417 Diversion Routes. Phase 7 extended with sourcing if no call on 8. Intersection set up with concurent sides.Intersection re-timed Feb 2020. 890 Name Direction WL ET _ST EL WT _NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 __3 4 __7 8 Min Green 6 15 6 6 6 15 6 6 __________6 6 __6 6 Passage 3 4 3 4 3 4 3 4 __________6 6 __6 6 Max 1 30 80 50 65 15 95 65 80 __________65 65 __65 65 Max 2 15 70 50 65 15 70 65 50 __________65 65 __65 65 Yellow Clr 4.9 4.9 4.8 3.4 4.9 4.9 3.4 4.8 __________4.8 3.4 __3.4 4.8 Red Clr 2.9 2.9 4.1 3.9 2.9 2.9 3.9 4.1 __________4.1 3.9 __3.9 4.1 Walk _7 _7 _7 _7 ___________7 ___7 Ped Clear _33 _40 _21 _41 ___________40 ___41 Red Revert 3 3 3 3 3 3 3 3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 3 4 5 6 7 8 Enable ✓✓✓✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓✓✓✓✓✓✓ Max Recall ________________Cnf Phase __7 8 __3 4 Ped Recall ________________ Soft Recall ________________Phase 1 2 3 4 5 6 7 8 Lock Call ✓✓_✓✓✓_✓________Max 2 ________ Flash Ent __✓____✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓____________7 8 __3 4 Dual Entry _✓✓✓_✓✓✓________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase __7 8 __3 4 ________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (36) Tuskawilla Rd Syn Green _ SR 434 Tuskawilla SR 434 Tuskawilla Date February 22, 2022 Done By Comm ID 1365 P2P Pattern _InSync _ Node #2392 Free Action 254 Ped Clr Phase Mode STD8 Free Seq 9 Red Clr Walk Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\DMcginnis Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Max 2 Yel Clr Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 Cnf Phase _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ 891 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 29 66 57 28 18 77 28 57 ________Hour _9 10 18 19 ___ Seq =10 _✓______________P Min _30 30 30 30 ___ Mode _MIN ___MIN __________L Action 99 8 18 9 99 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =140 27 47 40 26 20 54 26 40 ________Hour _6 6 7 7 9 14 14 Seq =9 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =170 26 78 37 29 18 86 29 37 ________N Hour 15 19 21 _____ Seq =9 _✓______________Min 15 _______ Mode _MAX ___MAX __________2 Action 4 5 99 _____ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =130 23 46 34 27 19 50 27 34 ________Hour _6 6 7 7 9 14 14 Seq =10 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =110 23 40 28 19 18 45 19 28 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________3 Action 4 5 99 _____ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 21 38 33 18 18 41 18 33 ________Hour _6 6 7 7 9 13 13 Seq =6 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =110 23 40 28 19 18 45 19 28 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________4 Action 4 5 99 _____ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 21 38 33 18 18 41 18 33 ________Hour _6 6 7 7 9 14 14 Seq =6 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =_________________N Hour 15 19 21 _____ Seq =_________________Min 15 _______ Mode ________________5 Action 4 5 99 _____ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =180 23 45 78 34 20 48 34 78 ________Hour _6 6 7 7 9 14 14 Seq =10 _✓______________P Min __45 10 30 30 15 45 Mode _MIN ___MIN __________L Action 99 1 11 21 1 3 13 3 Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =_________________N Hour 15 19 21 _____ Seq =_________________Min 15 _______ Mode ________________6 Action 4 5 99 _____ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =140 22 37 36 45 19 40 45 36 ________Hour _8 9 17 20 ___ Seq =9 _✓______________P Min __30 30 30 ___ Mode _MAX ___MAX __________L Action 99 6 16 7 99 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =_________________Hour _6 6 7 7 9 11 12 Seq =_________________P Min __45 10 30 30 25 45 Mode ________________L Action 99 1 11 21 1 3 13 3 Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =130 26 38 33 33 18 46 33 33 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________8 Action 4 5 99 _____ Coordination Splits 1-16 Day Plans 1-8 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 892 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 25 92 40 33 20 97 33 40 ________Hour ________ Seq =6 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 26 38 33 33 18 46 33 33 ________N Hour ________ Seq =10 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 25 92 40 33 20 97 33 40 ________Hour ________ Seq =9 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =180 23 46 55 56 23 46 55 56 ________Hour ________ Seq =10 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 893 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 1 1 10 2 _1 __12 22 __10 ___✓________ Pattern - 2 __________________________ Pattern - 3 140 13 3 9 2 _1 __12 22 1 ____✓✓________ Pattern - 4 170 77 4 9 2 _2 __12 22 ____✓✓✓________ Pattern - 5 130 22 5 10 2 _1 __12 22 _____✓✓________ Pattern - 6 110 64 6 10 2 _1 __12 22 _____✓✓________ Pattern - 7 110 58 7 6 2 _1 __12 22 _____✓✓________ Pattern - 8 110 64 8 10 2 _1 __12 22 _____✓✓________ Pattern - 9 110 58 9 6 2 _1 __12 22 _____✓✓________ Pattern - 10 __________________________ Pattern - 11 180 1 11 10 2 _1 __12 22 __10 ___✓________ Pattern - 12 __________________________ Pattern - 13 140 10 13 9 2 1 2 __12 22 ____✓✓✓________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 8 16 10 2 _2 __12 22 ____✓✓✓________ Pattern - 17 190 141 17 6 2 _1 __12 22 _____✓✓________ Pattern - 18 130 8 18 10 2 _2 __12 22 ____✓✓✓________ Pattern - 19 190 93 19 9 2 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 180 1 21 10 2 _1 __12 22 _____✓✓________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ Pattern - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 ___________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 4 ___________________ Detector 5 4 ___________________ Detector 6 5 ___________________ Detector 7 6 ___________________ Detector 8 6 ___________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 8 ___________________ Detector 12 8 ___________________ Detector 13 8 ___________________ Detector 14 ____________________ Detector 15 ____________________ Detector 16 ____________________ 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 33 34 35 36 23 24 25 26 27 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 BIU-4 49 50 51 52 53 894 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________3 8 ___________1 5 __ Pre Run 4 ON ________4 7 ___________1 5 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 P6 P6 P8 P4 W E 6 6 5 4 1 2 2 2R 8 P2 P2 P2 P2 P8 P4 1 2 3 4 6 5 8 7 P6 P6 6 1 P6 P6 P4 P8 5 6 4 1 2 2R 8 5 P2 P2 P4 P8 2 P2 P2 1 2 4 3 5 6 7 8 P6 P6 P6 P6 P4 P8 6 6 5 4 1 2 2 2R 8 P2 P2 P2 P2 P4 P8 1 2 4 3 6 5 7 8 Ring 1 Ring 2 S.R 434 Tuskawilla Rd Seq 10 Ring 1 Ring 2 S.R 434 S Cabinet Seq 6 Ring 1 Ring 2 Tuskawilla Rd S.R. 434 Seq 9 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase Main street LT's changed to protected Jan 2018 per FDOT. Alt Time Plan 1 to allow higher extend times to phase 4 for PM school 2R hardwired to Phase 8.rush time. Intersection set as concurent sides. But operates as Q-Seq due to Intersection re-timed February 2020. set up of controller (phases enabled and conflicting phases).Patterns 11,13 & 21 are used for High School rush. Pattern 17 and 19 used for SR 417 diversion Route. N Tuskawilla Rd 895 2020 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 7700 SEMINOLE COUNTYWIDE MOCF: 0.93 WEEK DATES SF PSCF ================================================================================ * 1 01/01/2020 - 01/04/2020 0.99 1.06 * 2 01/05/2020 - 01/11/2020 0.94 1.01 * 3 01/12/2020 - 01/18/2020 0.90 0.97 * 4 01/19/2020 - 01/25/2020 0.89 0.96 * 5 01/26/2020 - 02/01/2020 0.88 0.95 * 6 02/02/2020 - 02/08/2020 0.86 0.92 * 7 02/09/2020 - 02/15/2020 0.85 0.91 * 8 02/16/2020 - 02/22/2020 0.88 0.95 * 9 02/23/2020 - 02/29/2020 0.92 0.99 *10 03/01/2020 - 03/07/2020 0.95 1.02 *11 03/08/2020 - 03/14/2020 0.98 1.05 *12 03/15/2020 - 03/21/2020 1.02 1.10 *13 03/22/2020 - 03/28/2020 1.08 1.16 14 03/29/2020 - 04/04/2020 1.15 1.24 15 04/05/2020 - 04/11/2020 1.22 1.31 16 04/12/2020 - 04/18/2020 1.29 1.39 17 04/19/2020 - 04/25/2020 1.23 1.32 18 04/26/2020 - 05/02/2020 1.17 1.26 19 05/03/2020 - 05/09/2020 1.12 1.20 20 05/10/2020 - 05/16/2020 1.06 1.14 21 05/17/2020 - 05/23/2020 1.05 1.13 22 05/24/2020 - 05/30/2020 1.04 1.12 23 05/31/2020 - 06/06/2020 1.03 1.11 24 06/07/2020 - 06/13/2020 1.02 1.10 25 06/14/2020 - 06/20/2020 1.01 1.09 26 06/21/2020 - 06/27/2020 1.01 1.09 27 06/28/2020 - 07/04/2020 1.02 1.10 28 07/05/2020 - 07/11/2020 1.03 1.11 29 07/12/2020 - 07/18/2020 1.04 1.12 30 07/19/2020 - 07/25/2020 1.03 1.11 31 07/26/2020 - 08/01/2020 1.03 1.11 32 08/02/2020 - 08/08/2020 1.03 1.11 33 08/09/2020 - 08/15/2020 1.03 1.11 34 08/16/2020 - 08/22/2020 1.02 1.10 35 08/23/2020 - 08/29/2020 1.02 1.10 36 08/30/2020 - 09/05/2020 1.02 1.10 37 09/06/2020 - 09/12/2020 1.02 1.10 38 09/13/2020 - 09/19/2020 1.02 1.10 39 09/20/2020 - 09/26/2020 1.01 1.09 40 09/27/2020 - 10/03/2020 1.00 1.08 41 10/04/2020 - 10/10/2020 0.98 1.05 42 10/11/2020 - 10/17/2020 0.97 1.04 43 10/18/2020 - 10/24/2020 0.98 1.05 44 10/25/2020 - 10/31/2020 0.98 1.05 45 11/01/2020 - 11/07/2020 0.99 1.06 46 11/08/2020 - 11/14/2020 0.99 1.06 47 11/15/2020 - 11/21/2020 1.00 1.08 48 11/22/2020 - 11/28/2020 0.99 1.06 49 11/29/2020 - 12/05/2020 0.99 1.06 50 12/06/2020 - 12/12/2020 0.99 1.06 51 12/13/2020 - 12/19/2020 0.99 1.06 52 12/20/2020 - 12/26/2020 0.94 1.01 53 12/27/2020 - 12/31/2020 0.90 0.97 * PEAK SEASON 27-FEB-2021 10:30:05 830UPD 5_7700_PKSEASON.TXT 896 APPENDIX C HCS7 Capacity Analysis Worksheets Existing Conditions 897 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period A.M. Peak Hour PHF 0.96 Urban Street SR 434 Analysis Year 2022 Analysis Period 1> 7:45 Intersection Bear Springs Drive File Name 5405 - SR 434 & Bear Springs Dr - Existing.xus Project Description A.M. Peak Hour - Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 49 1352 3 15 1772 55 14 2 18 32 4 40 Signal Information Green Yellow Red 3.3 3.3 144.4 8.0 0.0 0.0 4.8 0.0 4.8 3.4 0.0 0.0 2.3 0.0 2.0 3.8 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 2.0 4.0 2.0 4.0 7.4 0.0 13.4 Phase Duration, s 13.6 154.5 10.4 151.2 15.2 0.0 15.2 Change Period, ( Y+R c ), s 6.9 6.8 7.1 6.8 7.2 7.2 7.2 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.4 0.0 4.4 Queue Clearance Time ( g s ), s 7.2 3.5 4.1 6.7 Green Extension Time ( g e ), s 0.1 0.0 0.0 0.0 0.0 0.0 0.2 Phase Call Probability 0.92 0.54 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 51 706 706 16 952 951 17 19 38 42 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1753 1826 1824 1810 1870 1850 1495 1535 1377 1572 Queue Service Time ( g s ), s 5.2 20.4 20.4 1.5 36.9 37.7 0.0 2.1 0.0 4.7 Cycle Queue Clearance Time ( g c ), s 5.2 20.4 20.4 1.5 36.9 37.7 1.9 2.1 2.0 4.7 Green Ratio ( g/C )0.04 0.82 0.82 0.02 0.80 0.80 0.04 0.04 0.04 0.04 Capacity ( c ), veh/h 66 1498 1497 33 1500 1484 104 68 99 70 Volume-to-Capacity Ratio ( X )0.777 0.471 0.471 0.478 0.635 0.641 0.161 0.276 0.380 0.598 Back of Queue ( Q ), ft/ln ( 95 th percentile)123.7 284.5 273.5 36.6 486 482.8 35.3 42 88.1 7.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)4.8 10.9 10.9 1.5 19.1 19.3 1.4 1.6 3.3 0.3 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 85.9 4.7 4.7 87.5 7.2 7.3 83.1 0.7 84.5 84.4 Incremental Delay ( d 2 ), s/veh 17.6 1.1 1.1 10.4 2.1 2.1 0.7 2.2 2.4 8.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 103.5 5.8 5.8 97.9 9.2 9.4 83.8 2.9 86.9 92.4 Level of Service (LOS)F A A F A A F A F F Approach Delay, s/veh / LOS 9.2 A 10.0 B 41.0 D 89.8 F Intersection Delay, s/veh / LOS 11.8 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.84 B 1.85 B 2.34 B 2.33 B Bicycle LOS Score / LOS 1.69 B 2.07 B 0.55 A 0.62 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/25/2022 11:57:46 AM 898 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period P.M. Peak Hour PHF 0.95 Urban Street SR 434 Analysis Year 2022 Analysis Period 1> 17:00 Intersection Bear Springs Drive File Name 5405 - SR 434 & Bear Springs Dr - Existing PM.xus Project Description P.M. Peak Hour - Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 89 1794 16 46 1617 38 15 3 25 32 2 31 Signal Information Green Yellow Red 5.9 4.7 130.3 8.0 0.0 0.0 4.8 0.0 4.8 3.4 0.0 0.0 2.3 0.0 2.0 3.8 0.0 0.0 Cycle, s 170.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 2.0 4.0 2.0 4.0 7.4 0.0 13.4 Phase Duration, s 17.8 141.8 13.0 137.1 15.2 0.0 15.2 Change Period, ( Y+R c ), s 6.9 6.8 7.1 6.8 7.2 7.2 7.2 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.4 0.0 4.4 Queue Clearance Time ( g s ), s 10.8 6.5 4.7 5.4 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.0 0.0 0.2 Phase Call Probability 0.99 0.90 1.00 1.00 Max Out Probability 0.00 0.00 0.04 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 94 953 953 48 872 870 19 26 36 33 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1879 1810 1856 1840 1518 1610 1468 1610 Queue Service Time ( g s ), s 8.8 35.8 36.0 4.5 35.3 35.6 0.0 2.7 0.0 3.4 Cycle Queue Clearance Time ( g c ), s 8.8 35.8 36.0 4.5 35.3 35.6 2.0 2.7 2.0 3.4 Green Ratio ( g/C )0.06 0.79 0.79 0.03 0.77 0.77 0.05 0.05 0.05 0.05 Capacity ( c ), veh/h 115 1497 1492 63 1422 1410 110 75 110 75 Volume-to-Capacity Ratio ( X )0.815 0.636 0.638 0.766 0.614 0.617 0.172 0.349 0.326 0.433 Back of Queue ( Q ), ft/ln ( 95 th percentile)198.6 469.6 467.6 107.6 487.9 477.1 37.7 53 72.6 67.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.9 18.6 18.7 4.3 19.1 19.1 1.5 2.1 2.9 2.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 78.6 7.3 7.3 81.3 8.8 8.8 78.1 1.7 79.1 78.8 Incremental Delay ( d 2 ), s/veh 12.9 2.1 2.1 17.3 2.0 2.0 0.7 2.7 1.7 3.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 91.5 9.4 9.4 98.6 10.8 10.8 78.9 4.5 80.8 82.7 Level of Service (LOS)F A A F B B E A F F Approach Delay, s/veh / LOS 13.2 B 13.2 B 35.6 D 81.7 F Intersection Delay, s/veh / LOS 14.7 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.85 B 1.86 B 2.34 B 2.33 B Bicycle LOS Score / LOS 2.14 B 1.96 B 0.56 A 0.60 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/25/2022 11:57:46 AM 899 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period A.M. Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year 2022 Analysis Period 1> 7:30 Intersection Tuskawilla Road File Name 5405 - SR 434 & Tuskawilla Rd - Existing AM.xus Project Description A.M. Peak Hour - Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 34 785 446 161 1258 25 662 97 220 67 99 32 Signal Information Green Yellow Red 18.5 61.6 4.9 13.0 42.4 0.0 4.9 4.9 4.9 3.4 4.8 0.0 2.9 2.9 2.9 3.9 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.7 82.1 26.3 95.7 51.3 20.3 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 7.3 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 5.1 5.2 Queue Clearance Time ( g s ), s 5.4 18.0 36.1 12.4 Green Extension Time ( g e ), s 0.4 0.0 0.4 0.0 6.3 0.6 Phase Call Probability 0.82 1.00 1.00 1.00 Max Out Probability 1.00 0.00 0.15 0.22 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 35 801 455 164 657 653 676 323 106 96 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1724 1572 1810 1856 1843 1702 1663 1812 1762 Queue Service Time ( g s ), s 3.4 27.2 22.8 16.0 42.1 42.2 34.1 33.2 10.4 9.6 Cycle Queue Clearance Time ( g c ), s 3.4 27.2 22.8 16.0 42.1 42.2 34.1 33.2 10.4 9.6 Green Ratio ( g/C )0.03 0.41 0.65 0.10 0.49 0.49 0.24 0.24 0.07 0.07 Capacity ( c ), veh/h 50 1424 1020 186 906 899 802 391 131 128 Volume-to-Capacity Ratio ( X )0.698 0.563 0.446 0.885 0.725 0.726 0.843 0.826 0.811 0.751 Back of Queue ( Q ), ft/ln ( 95 th percentile)85.8 417.2 285.1 310.8 610.7 593.6 558.4 541 234.3 211.3 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.4 15.9 11.1 12.4 23.9 23.7 21.6 21.3 9.4 8.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 86.0 29.9 11.6 76.6 23.4 23.5 65.6 65.3 82.3 81.9 Incremental Delay ( d 2 ), s/veh 23.8 1.6 1.4 12.9 5.0 5.1 5.6 9.5 16.0 11.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 109.8 31.5 13.0 89.5 28.5 28.5 71.2 74.8 98.2 93.7 Level of Service (LOS)F C B F C C E E F F Approach Delay, s/veh / LOS 27.1 C 35.3 D 72.4 E 96.1 F Intersection Delay, s/veh / LOS 45.1 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.98 B 2.34 B 2.47 B Bicycle LOS Score / LOS 1.55 B 1.70 B 2.14 B 0.65 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 4:43:02 PM 900 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period P.M. Peak Hour PHF 0.94 Urban Street SR 434 Analysis Year 2022 Analysis Period 1> 17:00 Intersection Tuskawilla Road File Name 5405 - SR 434 & Tuskawilla Rd - Existing PM.xus Project Description P.M. Peak Hour - Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 66 1098 638 217 1109 57 596 149 169 129 164 22 Signal Information Green Yellow Red 18.2 54.1 8.3 18.7 31.1 0.0 4.9 4.9 4.9 3.4 4.8 0.0 2.9 2.9 2.9 3.9 4.1 0.0 Cycle, s 170.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 16.1 78.0 26.0 87.9 40.0 26.0 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 7.3 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 5.0 5.2 Queue Clearance Time ( g s ), s 8.6 20.2 33.0 18.1 Green Extension Time ( g e ), s 0.0 0.0 0.0 0.0 0.0 0.6 Phase Call Probability 0.96 1.00 1.00 1.00 Max Out Probability 1.00 1.00 1.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 70 1168 679 231 625 615 634 338 175 160 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1809 1585 1795 1900 1867 1730 1734 1814 1837 Queue Service Time ( g s ), s 6.6 43.3 52.5 18.2 37.1 37.1 31.0 31.0 16.1 14.5 Cycle Queue Clearance Time ( g c ), s 6.6 43.3 52.5 18.2 37.1 37.1 31.0 31.0 16.1 14.5 Green Ratio ( g/C )0.05 0.41 0.60 0.11 0.47 0.47 0.18 0.18 0.11 0.11 Capacity ( c ), veh/h 87 1494 944 192 895 880 632 317 200 203 Volume-to-Capacity Ratio ( X )0.807 0.782 0.719 1.200 0.698 0.699 1.004 1.068 0.874 0.791 Back of Queue ( Q ), ft/ln ( 95 th percentile)181 616.7 599.4 575.5 545.1 538.9 597.6 699.4 352.9 310.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.1 24.7 23.6 22.8 21.8 21.6 23.5 28.0 14.1 12.4 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 78.7 32.2 18.8 72.9 23.6 23.6 69.5 69.5 74.5 73.7 Incremental Delay ( d 2 ), s/veh 41.1 4.1 4.7 129.2 4.5 4.6 36.7 69.8 27.7 16.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 119.7 36.3 23.5 202.1 28.1 28.2 106.1 139.3 102.2 89.9 Level of Service (LOS)F D C F C C F F F F Approach Delay, s/veh / LOS 34.8 C 55.4 E 117.7 F 96.3 F Intersection Delay, s/veh / LOS 62.8 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.97 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.07 B 1.70 B 2.09 B 0.76 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 4:45:00 PM 901 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Blumberg Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Blumberg Blvd Analysis Year 2022 North/South Street Tuskawilla Rd Time Analyzed AM Peak Hour - Existing Peak Hour Factor 0.55 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)8 15 7 313 212 21 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)42 13 Capacity, c (veh/h)434 1146 v/c Ratio 0.10 0.01 95% Queue Length, Q₉₅ (veh)0.3 0.0 Control Delay (s/veh)14.2 8.2 Level of Service (LOS)B A Approach Delay (s/veh)14.2 0.3 Approach LOS B Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 12:39:25 PM 5405 - Tuskawilla Rd & Blumberg Blvd - Existing.xtw 902 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Blumberg Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Blumberg Blvd Analysis Year 2022 North/South Street Tuskawilla Rd Time Analyzed PM Peak Hour - Existing Peak Hour Factor 0.72 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)22 21 18 95 125 18 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)60 25 Capacity, c (veh/h)721 1386 v/c Ratio 0.08 0.02 95% Queue Length, Q₉₅ (veh)0.3 0.1 Control Delay (s/veh)10.4 7.6 Level of Service (LOS)B A Approach Delay (s/veh)10.4 1.3 Approach LOS B Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 12:41:12 PM 5405 - Tuskawilla Rd & Blumberg Blvd - Existing PM.xtw 903 APPENDIX D Model Distribution Plots 904 P5405 (Licensed to Traffic Planning and Design)5 40 10 20026040293326263527260 035240 023400 0 00 0 905 P5405 (Licensed to Traffic Planning and Design)5 40 10604029332626272603540906 P5405 (Licensed to Traffic Planning and Design)1010 000000000 010 000001000 000010100 010000 0 000 10000 0000000 000000000100 000 01 5 01011 0000002 40 1100 2002010 0 0000000001000000000200 0 01 0100000 001000000 000 000 000000 0 01000020000 000100001 100000001100000011000000000 00000 100000006040000000 000022110 01 02111000 022022 73 11 2011 022003012120000 0 210101 00200100 00 1210002 1212 20230 1 2 1024221 9 0 221 9 20 20033331 9 0 20022001022 2 23 0110221111010 222025 20 2022400070 2300305 0000 0 00240005 00 50000503000 0 24070 37700 70 007070 3275 000 1800 90100011300 5 13001105 130111029013000 1305000444 011300 350014 00154332442626180 1 8 19193500272261 8 70 014 0020 0 22352420 7 02320 40160 21 5 21601120 02160 2221 1842210 1 8 1 20420 712002022 0041020 00000 4021002 1011010000 00 1210 21920000222 0 22 280 0000000 020 000002800800 0 0 0101 071000 11 10 01 0 1 1 602100 021 1000 10 001000000 0000010 1000010 000 01 0 000 20222000 000011 00 00000 0 00000907 APPENDIX E Trends Analysis 908 FIN#0Location1Year Count* Trend**2012 30500 293002013 29000 305002014 27000 316002015 36000 328002016 37000 340002017 35500 351002018 37000 363002019 35000 375002020 N/A 386002021 N/A 398001,167 2022 N/A4100052.75%4.00%3.11%1-Dec-20Seminole (77)0Traffic (ADT/AADT)2021 Mid-Year TrendSR 4342020 Opening Year TrendStraight Line Growth Option*Axle-Adjusted2022 Design Year TrendTRANPLAN Forecasts/Trends** Annual Trend Increase:Trend R-squared:Trend Growth Rate (2019 to Design Year):Printed:Trend Annual Historic Growth Rate:Highway:Traffic Trends - V3.0SR 434 -- 0.464 mi e of sr 419County:Station #:01000020000300004000050000600002012 2017 2022 2027 2032Average Daily Traffic (Vehicles/Day)YearObserved CountFitted Curve909 FIN#0Location1Year Count* Trend**2012 23500 228002013 22500 235002014 23500 242002015 25500 249002016 26500 257002017 26000 264002018 27500 271002019 27500 279002020 N/A 286002021 N/A 29300732 2022 N/A3010086.69%3.20%2.63%1-Dec-20Seminole (77)0Traffic (ADT/AADT)2021 Mid-Year TrendSR 4342020 Opening Year TrendStraight Line Growth Option*Axle-Adjusted2022 Design Year TrendTRANPLAN Forecasts/Trends** Annual Trend Increase:Trend R-squared:Trend Growth Rate (2019 to Design Year):Printed:Trend Annual Historic Growth Rate:Highway:Traffic Trends - V3.0SR 434 -- 0.618 mi e of Tuskawila RdCounty:Station #:0500010000150002000025000300003500040000450002012 2017 2022 2027 2032Average Daily Traffic (Vehicles/Day)YearObserved CountFitted Curve910 FIN#0Location1Year Count* Trend**2012 27000 264002013 28000 279002014 28000 294002015 29000 308002016 33500 323002017 36000 338002018 36500 352002019 34500 367002020 N/A 382002021 N/A 396001,470 2022 N/A4110083.12%5.57%4.00%1-Dec-20Seminole (77)0Traffic (ADT/AADT)2021 Mid-Year TrendTUSKAWILLA RD2020 Opening Year TrendStraight Line Growth Option*Axle-Adjusted2022 Design Year TrendTRANPLAN Forecasts/Trends** Annual Trend Increase:Trend R-squared:Trend Growth Rate (2019 to Design Year):Printed:Trend Annual Historic Growth Rate:Highway:Traffic Trends - V3.0TUSKAWILLA RD -- N OF SR 426County:Station #:0100002000030000400005000060000700002012 2017 2022 2027 2032Average Daily Traffic (Vehicles/Day)YearObserved CountFitted Curve911 APPENDIX F HCS7 Capacity Analysis Worksheets Projected Conditions 912 Background Conditions 913 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period A.M. Peak Hour PHF 0.96 Urban Street SR 434 Analysis Year Background Analysis Period 1> 7:45 Intersection Bear Springs Drive File Name 5405 - SR 434 & Bear Springs Dr - Background A… Project Description A.M. Peak Hour - Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 52 1433 3 16 1900 58 15 2 19 34 4 42 Signal Information Green Yellow Red 3.4 3.5 144.0 8.0 0.0 0.0 4.8 0.0 4.8 3.4 0.0 0.0 2.3 0.0 2.0 3.8 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 2.0 4.0 2.0 4.0 7.4 7.0 13.4 Phase Duration, s 14.0 154.3 10.5 150.8 15.2 0.0 15.2 Change Period, ( Y+R c ), s 6.9 6.8 7.1 6.8 7.2 7.2 7.2 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.4 0.0 4.4 Queue Clearance Time ( g s ), s 7.5 3.6 4.2 6.9 Green Extension Time ( g e ), s 0.1 0.0 0.0 0.0 0.0 0.0 0.3 Phase Call Probability 0.93 0.57 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 54 748 748 17 1020 1020 18 20 40 44 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1753 1826 1825 1810 1870 1851 1491 1535 1370 1572 Queue Service Time ( g s ), s 5.5 22.5 22.6 1.6 43.2 44.2 0.0 2.2 0.0 4.9 Cycle Queue Clearance Time ( g c ), s 5.5 22.5 22.6 1.6 43.2 44.2 2.0 2.2 2.0 4.9 Green Ratio ( g/C )0.04 0.82 0.82 0.02 0.80 0.80 0.04 0.04 0.04 0.04 Capacity ( c ), veh/h 69 1496 1495 34 1496 1480 104 68 99 70 Volume-to-Capacity Ratio ( X )0.780 0.500 0.500 0.489 0.682 0.689 0.171 0.291 0.401 0.627 Back of Queue ( Q ), ft/ln ( 95 th percentile)130.6 308.3 297 38.9 558.5 556.8 37.6 44.4 93.3 101.9 Back of Queue ( Q ), veh/ln ( 95 th percentile)5.1 11.9 11.9 1.6 22.0 22.3 1.5 1.7 3.5 4.0 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 85.7 5.0 5.0 87.4 7.9 8.0 83.1 0.7 84.6 84.5 Incremental Delay ( d 2 ), s/veh 17.0 1.2 1.2 10.4 2.5 2.6 0.8 2.3 2.6 8.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 102.7 6.2 6.2 97.9 10.5 10.7 83.9 3.0 87.2 93.5 Level of Service (LOS)F A A F B B F A F F Approach Delay, s/veh / LOS 9.5 A 11.3 B 41.2 D 90.5 F Intersection Delay, s/veh / LOS 12.6 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.84 B 1.85 B 2.34 B 2.33 B Bicycle LOS Score / LOS 1.77 B 2.18 B 0.55 A 0.63 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 3:30:28 PM 914 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period P.M. Peak Hour PHF 0.95 Urban Street SR 434 Analysis Year Background Analysis Period 1> 17:00 Intersection Bear Springs Drive File Name 5405 - SR 434 & Bear Springs Dr - Background P… Project Description P.M. Peak Hour - Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 94 1902 17 49 1714 40 16 3 27 34 2 33 Signal Information Green Yellow Red 6.3 4.9 129.7 8.0 0.0 0.0 4.8 0.0 4.8 3.4 0.0 0.0 2.3 0.0 2.0 3.8 0.0 0.0 Cycle, s 170.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 2.0 4.0 2.0 4.0 7.4 0.0 13.4 Phase Duration, s 18.3 141.4 13.4 136.5 15.2 0.0 15.2 Change Period, ( Y+R c ), s 6.9 6.8 7.1 6.8 7.2 7.2 7.2 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.4 0.0 4.4 Queue Clearance Time ( g s ), s 11.2 6.8 4.9 5.6 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.0 0.0 0.2 Phase Call Probability 0.99 0.91 1.00 1.00 Max Out Probability 0.00 0.00 0.06 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 99 1010 1010 52 924 922 20 28 38 35 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1879 1810 1856 1840 1514 1610 1467 1610 Queue Service Time ( g s ), s 9.2 40.8 41.1 4.8 40.0 40.5 0.1 2.9 0.0 3.6 Cycle Queue Clearance Time ( g c ), s 9.2 40.8 41.1 4.8 40.0 40.5 2.1 2.9 2.0 3.6 Green Ratio ( g/C )0.07 0.79 0.79 0.04 0.76 0.76 0.05 0.05 0.05 0.05 Capacity ( c ), veh/h 121 1493 1488 67 1416 1404 110 76 110 76 Volume-to-Capacity Ratio ( X )0.821 0.677 0.679 0.768 0.653 0.657 0.182 0.376 0.345 0.460 Back of Queue ( Q ), ft/ln ( 95 th percentile)206.9 526.9 525.6 114 544.7 535.6 39.9 57.4 77.1 72 Back of Queue ( Q ), veh/ln ( 95 th percentile)8.2 20.9 21.0 4.6 21.3 21.4 1.6 2.3 3.1 2.9 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 78.3 7.9 8.0 81.1 9.5 9.6 78.2 1.7 79.2 78.9 Incremental Delay ( d 2 ), s/veh 12.8 2.5 2.5 16.5 2.4 2.4 0.8 3.1 1.8 4.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 91.1 10.4 10.5 97.7 11.9 12.0 79.0 4.8 81.1 83.2 Level of Service (LOS)F B B F B B E A F F Approach Delay, s/veh / LOS 14.2 B 14.3 B 35.4 D 82.1 F Intersection Delay, s/veh / LOS 15.7 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.85 B 1.86 B 2.34 B 2.33 B Bicycle LOS Score / LOS 2.24 B 2.05 B 0.57 A 0.61 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 3:35:04 PM 915 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period A.M. Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year Background Analysis Period 1> 7:30 Intersection Tuskawilla Road File Name 5405 - SR 434 & Tuskawilla Rd - Background AM.… Project Description A.M. Peak Hour - Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 36 824 468 169 1359 26 715 105 238 72 107 34 Signal Information Green Yellow Red 19.2 57.2 5.0 13.8 45.1 0.0 4.9 4.9 4.9 3.4 4.8 0.0 2.9 2.9 2.9 3.9 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.8 77.8 27.0 92.0 54.0 21.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 7.3 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 5.1 5.2 Queue Clearance Time ( g s ), s 5.6 18.9 38.8 13.2 Green Extension Time ( g e ), s 0.3 0.0 0.4 0.0 6.3 0.6 Phase Call Probability 0.84 1.00 1.00 1.00 Max Out Probability 1.00 0.00 0.28 0.34 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 37 841 478 172 709 705 730 350 114 103 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1724 1572 1810 1856 1843 1702 1663 1812 1763 Queue Service Time ( g s ), s 3.6 31.3 26.1 16.9 52.7 52.8 36.8 36.0 11.2 10.3 Cycle Queue Clearance Time ( g c ), s 3.6 31.3 26.1 16.9 52.7 52.8 36.8 36.0 11.2 10.3 Green Ratio ( g/C )0.03 0.39 0.64 0.11 0.47 0.47 0.25 0.25 0.08 0.08 Capacity ( c ), veh/h 51 1342 1006 193 868 862 853 417 139 135 Volume-to-Capacity Ratio ( X )0.724 0.627 0.475 0.892 0.816 0.817 0.855 0.840 0.822 0.760 Back of Queue ( Q ), ft/ln ( 95 th percentile)93.7 477.4 324.3 329.9 768.6 749.2 598.7 583.3 250.9 223.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.7 18.2 12.7 13.2 30.0 30.0 23.2 23.0 10.0 9.0 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 85.9 34.0 12.9 76.2 27.9 27.9 64.3 64.0 81.9 81.5 Incremental Delay ( d 2 ), s/veh 29.2 2.2 1.6 16.9 8.4 8.5 6.7 11.2 18.2 12.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 115.2 36.2 14.5 93.1 36.3 36.4 71.0 75.2 100.1 93.5 Level of Service (LOS)F D B F D D E E F F Approach Delay, s/veh / LOS 30.7 C 42.5 D 72.4 E 97.0 F Intersection Delay, s/veh / LOS 49.1 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 1.98 B 2.34 B 2.47 B Bicycle LOS Score / LOS 1.61 B 1.80 B 2.27 B 0.67 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 4:47:10 PM 916 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period P.M. Peak Hour PHF 0.94 Urban Street SR 434 Analysis Year Background Analysis Period 1> 17:00 Intersection Tuskawilla Road File Name 5405 - SR 434 & Tuskawilla Rd - Background PM.… Project Description P.M. Peak Hour - Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 69 1153 670 228 1165 60 644 161 183 139 177 24 Signal Information Green Yellow Red 18.2 53.8 8.6 19.9 29.9 0.0 4.9 4.9 4.9 3.4 4.8 0.0 2.9 2.9 2.9 3.9 4.1 0.0 Cycle, s 170.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 16.4 78.0 26.0 87.6 38.8 27.2 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 7.3 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 5.0 5.2 Queue Clearance Time ( g s ), s 8.9 20.2 31.9 19.4 Green Extension Time ( g e ), s 0.0 0.0 0.0 0.0 0.0 0.5 Phase Call Probability 0.97 1.00 1.00 1.00 Max Out Probability 1.00 1.00 1.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 73 1227 713 243 657 647 685 366 189 173 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1809 1585 1795 1900 1867 1730 1734 1814 1836 Queue Service Time ( g s ), s 6.9 47.3 60.1 18.2 40.8 40.9 29.9 29.9 17.4 15.6 Cycle Queue Clearance Time ( g c ), s 6.9 47.3 60.1 18.2 40.8 40.9 29.9 29.9 17.4 15.6 Green Ratio ( g/C )0.05 0.41 0.59 0.11 0.47 0.47 0.18 0.18 0.12 0.12 Capacity ( c ), veh/h 90 1494 933 192 892 876 609 305 212 215 Volume-to-Capacity Ratio ( X )0.811 0.821 0.764 1.261 0.737 0.738 1.126 1.199 0.889 0.805 Back of Queue ( Q ), ft/ln ( 95 th percentile)188.5 669.2 680.5 626.6 596.4 590 720.6 843.6 381.6 333.6 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.4 26.8 26.8 24.9 23.9 23.6 28.4 33.7 15.3 13.3 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 78.4 33.1 20.5 72.9 24.5 24.6 70.0 70.0 74.0 73.2 Incremental Delay ( d 2 ), s/veh 40.7 5.2 5.9 152.5 5.4 5.5 76.1 116.9 31.2 18.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 119.2 38.3 26.4 225.3 29.9 30.1 146.2 187.0 105.1 91.5 Level of Service (LOS)F D C F C C F F F F Approach Delay, s/veh / LOS 37.0 D 60.7 E 160.4 F 98.6 F Intersection Delay, s/veh / LOS 74.9 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.97 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.15 B 1.76 B 2.22 B 0.79 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 4:49:19 PM 917 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Blumberg Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Blumberg Blvd Analysis Year Bldt North/South Street Tuskawilla Rd Time Analyzed AM Peak Hour - Background Peak Hour Factor 0.55 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)9 16 8 338 229 23 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)45 15 Capacity, c (veh/h)394 1113 v/c Ratio 0.12 0.01 95% Queue Length, Q₉₅ (veh)0.4 0.0 Control Delay (s/veh)15.3 8.3 Level of Service (LOS)C A Approach Delay (s/veh)15.3 0.4 Approach LOS C Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/28/2022 3:43:57 PM 5405 - Tuskawilla Rd & Blumberg Blvd - Background AM.xtw 918 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Blumberg Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Blumberg Blvd Analysis Year Bldt North/South Street Tuskawilla Rd Time Analyzed PM Peak Hour - Background Peak Hour Factor 0.72 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)24 23 19 103 135 19 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)65 26 Capacity, c (veh/h)699 1368 v/c Ratio 0.09 0.02 95% Queue Length, Q₉₅ (veh)0.3 0.1 Control Delay (s/veh)10.7 7.7 Level of Service (LOS)B A Approach Delay (s/veh)10.7 1.3 Approach LOS B Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/28/2022 3:45:06 PM 5405 - Tuskawilla Rd & Blumberg Blvd - Background PM.xtw 919 Buildout Conditions 920 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period A.M. Peak Hour PHF 0.96 Urban Street SR 434 Analysis Year Buildout Analysis Period 1> 7:45 Intersection Bear Springs Drive File Name 5405 - SR 434 & Bear Springs Dr - Projected AM.… Project Description A.M. Peak Hour - Projected Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 58 1433 3 16 1900 58 15 2 19 34 4 62 Signal Information Green Yellow Red 3.4 4.3 141.6 8.0 0.0 0.0 4.8 0.0 4.8 3.4 0.0 0.0 2.3 0.0 2.0 3.8 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 2.0 4.0 2.0 4.0 7.4 0.0 13.4 Phase Duration, s 14.8 152.7 10.5 148.4 15.2 1.6 16.8 Change Period, ( Y+R c ), s 6.9 6.8 7.1 6.8 7.2 7.2 7.2 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.4 0.0 4.4 Queue Clearance Time ( g s ), s 8.1 3.6 4.2 9.3 Green Extension Time ( g e ), s 0.1 0.0 0.0 0.0 0.0 0.0 0.3 Phase Call Probability 0.95 0.57 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 60 748 748 17 1020 1020 18 20 40 65 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1753 1826 1825 1810 1870 1851 1491 1535 1368 1572 Queue Service Time ( g s ), s 6.1 23.7 23.7 1.6 46.0 47.1 0.0 2.2 0.0 7.3 Cycle Queue Clearance Time ( g c ), s 6.1 23.7 23.7 1.6 46.0 47.1 2.0 2.2 3.6 7.3 Green Ratio ( g/C )0.04 0.81 0.81 0.02 0.79 0.79 0.04 0.04 0.05 0.05 Capacity ( c ), veh/h 77 1480 1479 34 1471 1456 104 68 111 84 Volume-to-Capacity Ratio ( X )0.788 0.506 0.506 0.489 0.693 0.701 0.170 0.290 0.356 0.768 Back of Queue ( Q ), ft/ln ( 95 th percentile)144.5 329 316.8 38.9 606.1 604.5 37.6 44.4 91.8 153.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)5.6 12.7 12.7 1.6 23.9 24.2 1.5 1.7 3.4 6.0 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 85.2 5.5 5.5 87.4 9.0 9.1 83.1 0.7 83.0 84.1 Incremental Delay ( d 2 ), s/veh 16.1 1.2 1.2 10.4 2.7 2.8 0.8 2.3 1.9 13.5 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 101.3 6.7 6.7 97.9 11.7 12.0 83.9 3.0 84.9 97.6 Level of Service (LOS)F A A F B B F A F F Approach Delay, s/veh / LOS 10.4 B 12.5 B 41.2 D 92.8 F Intersection Delay, s/veh / LOS 14.2 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.84 B 1.85 B 2.34 B 2.33 B Bicycle LOS Score / LOS 1.77 B 2.18 B 0.55 A 0.66 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/25/2022 12:53:51 PM 921 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period P.M. Peak Hour PHF 0.95 Urban Street SR 434 Analysis Year Buildout Analysis Period 1> 17:00 Intersection Bear Springs Drive File Name 5405 - SR 434 & Bear Springs Dr - Projected PM.… Project Description P.M. Peak Hour - Projected Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 114 1902 17 49 1714 40 16 3 27 34 2 44 Signal Information Green Yellow Red 6.3 0.1 127.6 8.0 0.0 0.0 4.8 4.8 4.8 3.4 0.0 0.0 2.3 2.1 2.0 3.8 0.0 0.0 Cycle, s 170.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 2.0 4.0 2.0 4.0 7.4 0.0 13.4 Phase Duration, s 20.4 141.4 13.4 134.4 15.2 0.0 15.2 Change Period, ( Y+R c ), s 6.9 6.8 7.1 6.8 7.2 7.2 7.2 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.4 0.0 4.4 Queue Clearance Time ( g s ), s 13.2 6.8 4.9 6.8 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.0 0.0 0.2 Phase Call Probability 1.00 0.91 1.00 1.00 Max Out Probability 0.00 0.00 0.06 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 120 1010 1010 52 924 922 20 28 38 46 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1879 1810 1856 1840 1514 1610 1467 1610 Queue Service Time ( g s ), s 11.2 40.8 41.1 4.8 42.0 42.6 0.1 2.9 0.0 4.8 Cycle Queue Clearance Time ( g c ), s 11.2 40.8 41.1 4.8 42.0 42.6 2.1 2.9 2.0 4.8 Green Ratio ( g/C )0.08 0.79 0.79 0.04 0.75 0.75 0.05 0.05 0.05 0.05 Capacity ( c ), veh/h 143 1493 1488 67 1393 1382 110 76 110 76 Volume-to-Capacity Ratio ( X )0.842 0.677 0.679 0.768 0.663 0.668 0.182 0.376 0.344 0.612 Back of Queue ( Q ), ft/ln ( 95 th percentile)239.6 526.9 525.6 114 579.4 569.5 39.9 57.4 77 98.7 Back of Queue ( Q ), veh/ln ( 95 th percentile)9.5 20.9 21.0 4.6 22.6 22.8 1.6 2.3 3.1 3.9 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 77.2 7.9 8.0 81.1 10.5 10.6 78.2 1.7 79.2 79.5 Incremental Delay ( d 2 ), s/veh 12.4 2.5 2.5 16.5 2.5 2.6 0.8 3.1 1.8 7.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 89.6 10.4 10.5 97.7 13.0 13.2 78.9 4.8 81.1 87.3 Level of Service (LOS)F B B F B B E A F F Approach Delay, s/veh / LOS 14.9 B 15.4 B 35.4 D 84.5 F Intersection Delay, s/veh / LOS 16.8 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.85 B 1.86 B 2.34 B 2.33 B Bicycle LOS Score / LOS 2.25 B 2.05 B 0.57 A 0.63 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/25/2022 12:59:03 PM 922 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period A.M. Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year Buildout Analysis Period 1> 7:30 Intersection Tuskawilla Road File Name 5405 - SR 434 & Tuskawilla Rd - Projected AM.xus Project Description A.M. Peak Hour - Projected Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 36 824 468 169 1359 30 715 110 238 85 123 34 Signal Information Green Yellow Red 19.2 55.9 5.0 15.4 44.9 0.0 4.9 4.9 4.9 3.4 4.8 0.0 2.9 2.9 2.9 3.9 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.8 76.6 27.0 90.7 53.8 22.7 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 7.3 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 5.1 5.2 Queue Clearance Time ( g s ), s 5.6 18.9 38.9 14.7 Green Extension Time ( g e ), s 0.3 0.0 0.4 0.0 6.0 0.6 Phase Call Probability 0.84 1.00 1.00 1.00 Max Out Probability 1.00 0.00 0.33 0.72 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 37 841 478 172 711 706 730 355 130 117 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1724 1572 1810 1856 1841 1702 1665 1810 1776 Queue Service Time ( g s ), s 3.6 31.9 26.9 16.9 54.3 54.5 36.9 36.6 12.7 11.6 Cycle Queue Clearance Time ( g c ), s 3.6 31.9 26.9 16.9 54.3 54.5 36.9 36.6 12.7 11.6 Green Ratio ( g/C )0.03 0.38 0.63 0.11 0.46 0.46 0.25 0.25 0.09 0.09 Capacity ( c ), veh/h 51 1318 993 193 855 848 848 415 154 151 Volume-to-Capacity Ratio ( X )0.724 0.638 0.481 0.893 0.831 0.833 0.860 0.856 0.841 0.773 Back of Queue ( Q ), ft/ln ( 95 th percentile)93.7 487.6 336.3 333 799.7 778.4 601.1 598.8 283 250.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.7 18.6 13.1 13.3 31.2 31.1 23.3 23.6 11.3 10.0 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 85.9 35.1 13.7 76.2 29.2 29.2 64.6 64.5 81.1 80.6 Incremental Delay ( d 2 ), s/veh 29.2 2.4 1.7 18.7 9.2 9.4 7.2 13.1 22.5 14.5 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 115.2 37.5 15.3 94.9 38.4 38.6 71.8 77.5 103.6 95.1 Level of Service (LOS)F D B F D D E E F F Approach Delay, s/veh / LOS 31.8 C 44.6 D 73.7 E 99.6 F Intersection Delay, s/veh / LOS 51.1 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 1.98 B 2.34 B 2.47 B Bicycle LOS Score / LOS 1.61 B 1.80 B 2.28 B 0.69 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 4:39:12 PM 923 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency TPD, Inc.Duration, h 0.250 Analyst MJA Analysis Date Mar 25, 2022 Area Type Other Jurisdiction Seminole County Time Period P.M. Peak Hour PHF 0.94 Urban Street SR 434 Analysis Year Buildout Analysis Period 1> 17:00 Intersection Tuskawilla Road File Name 5405 - SR 434 & Tuskawilla Rd - Projected PM.xus Project Description P.M. Peak Hour - Projected Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 69 1153 670 228 1165 73 644 177 183 147 186 24 Signal Information Green Yellow Red 18.2 53.8 8.6 20.6 29.2 0.0 4.9 4.9 4.9 3.4 4.8 0.0 2.9 2.9 2.9 3.9 4.1 0.0 Cycle, s 170.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 16.4 78.0 26.0 87.6 38.1 27.9 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 7.3 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 5.0 5.2 Queue Clearance Time ( g s ), s 8.9 20.2 31.2 20.3 Green Extension Time ( g e ), s 0.0 0.0 0.0 0.0 0.0 0.3 Phase Call Probability 0.97 1.00 1.00 1.00 Max Out Probability 1.00 1.00 1.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 73 1227 713 243 665 652 685 383 198 182 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1809 1585 1795 1900 1860 1730 1741 1814 1839 Queue Service Time ( g s ), s 6.9 47.3 60.7 18.2 41.7 41.9 29.2 29.2 18.3 16.4 Cycle Queue Clearance Time ( g c ), s 6.9 47.3 60.7 18.2 41.7 41.9 29.2 29.2 18.3 16.4 Green Ratio ( g/C )0.05 0.41 0.58 0.11 0.47 0.47 0.17 0.17 0.12 0.12 Capacity ( c ), veh/h 90 1494 927 192 892 873 594 299 220 223 Volume-to-Capacity Ratio ( X )0.811 0.821 0.769 1.262 0.746 0.747 1.154 1.282 0.900 0.815 Back of Queue ( Q ), ft/ln ( 95 th percentile)188.5 669.2 689.9 626.7 609 601.9 743.1 940.9 401.3 349.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.4 26.8 27.2 24.9 24.4 24.1 29.3 37.6 16.1 14.0 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 78.4 33.1 20.9 72.9 24.7 24.7 70.4 70.4 73.7 72.8 Incremental Delay ( d 2 ), s/veh 40.7 5.2 6.1 152.5 5.6 5.8 87.3 150.0 33.7 19.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 119.2 38.2 27.0 225.4 30.3 30.5 157.7 220.4 107.4 92.6 Level of Service (LOS)F D C F C C F F F F Approach Delay, s/veh / LOS 37.2 D 60.8 E 180.1 F 100.3 F Intersection Delay, s/veh / LOS 79.7 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.97 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.15 B 1.77 B 2.25 B 0.80 A Copyright © 2022 University of Florida, All Rights Reserved. HCS™ Streets Version 7.9.5 Generated: 3/28/2022 4:27:52 PM 924 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Blumberg Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Blumberg Blvd Analysis Year Proj North/South Street Tuskawilla Rd Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.55 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)9 16 8 347 258 23 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)45 15 Capacity, c (veh/h)362 1065 v/c Ratio 0.13 0.01 95% Queue Length, Q₉₅ (veh)0.4 0.0 Control Delay (s/veh)16.4 8.4 Level of Service (LOS)C A Approach Delay (s/veh)16.4 0.4 Approach LOS C Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 12:43:56 PM 5405 - Tuskawilla Rd & Blumberg Blvd - Projected AM.xtw 925 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Blumberg Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Blumberg Blvd Analysis Year Proj North/South Street Tuskawilla Rd Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.72 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)24 23 19 132 152 19 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)65 26 Capacity, c (veh/h)656 1341 v/c Ratio 0.10 0.02 95% Queue Length, Q₉₅ (veh)0.3 0.1 Control Delay (s/veh)11.1 7.7 Level of Service (LOS)B A Approach Delay (s/veh)11.1 1.1 Approach LOS B Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 12:53:27 PM 5405 - Tuskawilla Rd & Blumberg Blvd - Projected PM.xtw 926 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Bear Springs Rd & Access Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Site Access Analysis Year Proj North/South Street Bear Springs Rd Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.55 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h)20 0 110 6 0 80 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)36 0 Capacity, c (veh/h)651 1372 v/c Ratio 0.06 0.00 95% Queue Length, Q₉₅ (veh)0.2 0.0 Control Delay (s/veh)10.9 7.6 Level of Service (LOS)B A Approach Delay (s/veh)10.9 0.0 Approach LOS B Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 1:07:08 PM 5405 - Access @ Bear Springs Rd - Projected AM.xtw 927 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Bear Springs Rd & Access Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Site Access Analysis Year Proj North/South Street Bear Springs Rd Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h)11 0 134 20 0 69 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)12 0 Capacity, c (veh/h)761 1423 v/c Ratio 0.02 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)9.8 7.5 Level of Service (LOS)A A Approach Delay (s/veh)9.8 0.0 Approach LOS A Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 1:08:40 PM 5405 - Access @ Bear Springs Rd - Projected PM.xtw 928 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Access Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Site Access Analysis Year Proj North/South Street Tuskawilla Rd Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.55 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)0 29 9 347 252 0 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)53 16 Capacity, c (veh/h)607 1113 v/c Ratio 0.09 0.01 95% Queue Length, Q₉₅ (veh)0.3 0.0 Control Delay (s/veh)11.5 8.3 Level of Service (LOS)B A Approach Delay (s/veh)11.5 0.4 Approach LOS B Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 1:03:13 PM 5405 - Access @ Tuskawilla Rd - Projected AM.xtw 929 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst TPD, Inc.Intersection Tuskawilla Rd & Access Agency/Co.TPD, Inc.Jurisdiction Seminole County Date Performed 03/25/2022 East/West Street Site Access Analysis Year Proj North/South Street Tuskawilla Rd Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description 5404 - Blumberg Winter Springs Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)0 17 29 127 154 0 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)18 32 Capacity, c (veh/h)882 1423 v/c Ratio 0.02 0.02 95% Queue Length, Q₉₅ (veh)0.1 0.1 Control Delay (s/veh)9.2 7.6 Level of Service (LOS)A A Approach Delay (s/veh)9.2 1.6 Approach LOS A Copyright © 2022 University of Florida. All Rights Reserved. HCS™TWSC Version 7.9.5 Generated: 3/25/2022 1:04:43 PM 5405 - Access @ Tuskawilla Rd - Projected PM.xtw 930 APPENDIX G Turn lane Warrant Charts 931 Site Access 2 @ Tuskawilla RoadA.M. Peak Hour Left Turn Lane WarrantFigure 2 - 5. Guideline for determining the need for a major-road left-turn bay at a two-way stop-controlled intersection.2-lane roadway (English)INPUTValue253%356252OUTPUTValue973CALIBRATION CONSTANTSValue3.05.01.9Advancing volume (VA), veh/h:Opposing volume (VO), veh/h:VariableVariableVariable85th percentile speed, mph:Percent of left-turns in advancing volume (VA), %:Critical headway, s:Average time for left-turn vehicle to clear the advancing lane, s:Limiting advancing volume (VA), veh/h:Guidance for determining the need for a major-road left-turn bay:Left-turn treatment NOT warranted.Average time for making left-turn, s:01002003004005006007008000 100 200 300 400 500 600 700Opposing Volume (VO), veh/hAdvancing Volume (VA), veh/hLeft-turn treatment warranted.Left-turn treatment not warranted.Source: National Cooperative Highway Research Program (NCHRP) Report 457- Evaluating Intersection Improvements: An Engineering Study Guide932 Site Access 2 @ Tuskawilla RoadP.M. Peak Hour Left Turn Lane WarrantFigure 2 - 5. Guideline for determining the need for a major-road left-turn bay at a two-way stop-controlled intersection.2-lane roadway (English)INPUTValue2519%156154OUTPUTValue437CALIBRATION CONSTANTSValue3.05.01.9Advancing volume (VA), veh/h:Opposing volume (VO), veh/h:VariableVariableVariable85th percentile speed, mph:Percent of left-turns in advancing volume (VA), %:Critical headway, s:Average time for left-turn vehicle to clear the advancing lane, s:Limiting advancing volume (VA), veh/h:Guidance for determining the need for a major-road left-turn bay:Left-turn treatment NOT warranted.Average time for making left-turn, s:01002003004005006007008000 100 200 300 400 500 600 700Opposing Volume (VO), veh/hAdvancing Volume (VA), veh/hLeft-turn treatment warranted.Left-turn treatment not warranted.Source: National Cooperative Highway Research Program (NCHRP) Report 457- Evaluating Intersection Improvements: An Engineering Study Guide933 3101 Maguire Boulevard, Suite 265, Orlando, Florida 32803 ■ P: (407) 531-5332 ■ F: (407) 531-5331 ■ www.trafficmobility.com MEMORANDUM April 4, 2022 Re: Hickory Grove Townhomes Traffic Engineering Services Winter Springs, Florida Project № 22073 Background Traffic & Mobility Consultants LLC (TMC) was retained by the applicant for the Hickory Grove Townhomes project to review the traffic data obtained at the intersection of Tuskawilla Road and SR 434 and provide an opinion of the prevailing traffic operations at the intersection. Additionally, TMC reviewed the Traffic Impact Analysis (TIA) dated “Revised March 2022” (Revised TIA), which was prepared and submitted to the City to address concerns raised by the City Commission with the approved TIA, dated “December 2020” (Original TIA), at the Commission hearing held on March 14, 2022 (the Hearing) While TMC representatives were not present at the Hearing, it was relayed by those present that the Commission expressed concern about the age of the traffic counts incorporated in the Original TIA. More specifically, the concern was primarily centered around the use of 2018 data for the analysis of intersection operations. TMC’s review of the Original TIA confirms that the 2018 data was used, likely due to the then ongoing effect of COVID restrictions during the conduct of the study. However, as has been the standard of practice for TIAs conducted during that period when COVID was significantly impacting traffic patterns, the 2018 data set was projected to the analysis base year of 2020 using growth rates and standard projections methods. The study methodology and adjustments would have been discussed with and agreed to by the City of Winter Springs and/or its traffic consultant. It should be noted that the Original TIA relied upon then current roadway traffic volumes obtained from Seminole County’s 2020 annual traffic count program. Therefore, the Original TIA appears to conform with the approved TIA methodology and was conducted in accordance with then current methods to overcome the effect of the COVID restrictions on reliable data collection. 934 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 2 of 7 Summary of TIA Conclusions The Revised TIA confirms the conclusions of the Original TIA. The conclusions as listed in the Revised TIA are shown below: Source: Traffic Planning and Design, Inc. Blumberg Winter Springs Town Center (Hickory Groves) TIA, Rev March 2022 High School Dismissal Time The applicant provided a data set that included traffic volume counts at the intersection of SR 434 and Tuskawilla Road for a period of five (5) weekdays while school is in session. The traffic counts were made during the dismissal time of Winter Springs High School to measure the traffic flow during this period. The data is included in the Attachments for reference. A review of the traffic data collected in 15-minute increments reveals that there is a pronounced peak in traffic volumes on the southbound approach to the intersection of SR 434 and Tuskawilla Road shortly following dismissal time at the school. The data shows that during the two 15-minute periods around dismissal time (from 2:15 PM to 2:45 PM on weekdays, except Wednesday) the traffic on southbound Tuskawilla Road increases by more than 50% of the typical volume for that time of day. This surge in traffic dissipates and returns to normal by or before 2:45 PM (1:45 PM on Wednesdays). The traffic volume profile is illustrated in Chart 1 below. 935 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 3 of 6 936 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 4 of 6 During the dismissal period, the signal at SR 434 and Tuskawilla Road does not currently provide sufficient capacity in the southbound direction to serve the traffic it receives from the school. Therefore, during these 20 to 30 minutes, a queue forms on the southbound approach. However, as the flow from the school eases, the intersection returns to normal operations and the queue on the southbound approach dissipates back to typical conditions. This observed traffic pattern is typical near schools throughout the region. It should be noted that during the peak school dismissal activity, the intersection as a whole is not receiving peak traffic. The mainline volumes on SR 434 are typically well below the traffic volumes experienced during the evening peak periods (4:00 PM and 6:00 PM). This condition gives the traffic signal controller the opportunity to allocate more green time to the southbound approach and helps temporarily increase the capacity of the approach in order to dissipate the queue faster during the time of school dismissal. The following chart provides the traffic volumes on the southbound approach as compared with the volumes on the mainline east-west approaches. The data profiles in the chart clearly show that school’s peak traffic on Tuskawilla Road occurs and dissipates prior to the beginning of the evening peak traffic on SR 434, when the intersection would be experiencing the highest overall demand. In addition to the review of the existing traffic flow patterns, we evaluated of the trips generated by the proposed Hickory Grove Townhomes was conducted. We estimated the potential additional traffic that would be experienced on southbound Tuskawilla Road during school dismissal time. Based on ITE trip generation information and hourly profiles, Hickory Grove is expected to generate of 36 inbound and 21 outbound trips during the hour from 2:00 PM to 3:00 PM. The Hickory Groves site has access to Tuskawilla Road and to Bear Springs Drive, which both roadways are interconnected with the Town Center roadway grid. When distributed to the network, 12 vehicles from the townhomes could be expected on southbound Tuskawilla Road during the hour. In other words, 1 additional vehicle every 5 minutes would be going south at the signal of Tuskawilla Road and SR 434 while school dismissal traffic is peaking. The effect of the additional traffic from Hickory Groves on the operation of the intersection is expected to be minimal. 937 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 5 of 6 938 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 6 of 6 Town Center TCEA & Mobility Standards The Winter Springs Town Center is located within a Transportation Concurrency Exception Area (TCEA), which alleviates the City and applicants within the Town Center from meeting the requirement of meeting the City’s level of service standards adopted in the Comprehensive Plan. The TCEA was adopted by the City, in part, to allow for dense development to occur while maintaining a walkable “complete streets” network within the town center. The City adopted and implemented a grid of connected streets within the Town Center and provided for multiple points of connection to the SR 434 arterial to maintain acceptable traffic flow and movement of vehicles throughout the Town Center. Below is a snippet of an access management plan agreed between the City and the FDOT to provide adequate connections from the Town Center to SR 434. 939 Hickory Groves Townhomes Traffic Engineering Services Project № 22073 April 11, 2022 Page 7 of 7 The City and the FDOT are constructing the traffic signal at the intersection of SR 434 and Michael Blake Boulevard, which will directly relieve the traffic at the intersection of SR 434 and Tuskawilla Road. The new signal will provide a safe and alternative route for traffic from the Town Center to turn left onto SR 434. Under the TCEA, new development within the Town Center is exempt from meeting LOS standards, however it is required to meet the City’s mobility standards, as established in Policy 1.11.3 of the City’s Comprehensive Plan. Therefore, Hickory Groves Townhomes is required to meet the Mobility Strategies established for Zone A of the Town Center under Policy 1.11.3a and the Level 1 Trip Generation Mitigation Requirements under Policy 1.11.3b. The project’s compliance with the requirements of Policy 1.11.3 is detailed by others in a separate memorandum. 940 ATTACHMENTS 941 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 110 35 22 0 20 30 10 0 12 136 98 2 30 132 13 8 658 2:15 PM 151 45 52 0 32 54 9 0 11 135 88 2 32 166 10 7 794 2:30 PM 104 24 33 0 48 87 15 0 7 160 151 1 27 179 11 5 852 2:45 PM 114 20 25 0 24 38 6 0 8 147 90 1 35 157 11 5 681 3:00 PM 103 35 31 0 17 20 6 0 4 143 101 2 24 136 6 3 631 3:15 PM 121 22 37 0 24 29 9 0 13 180 131 1 39 186 6 3 801 3:30 PM 103 18 44 0 19 28 7 0 9 231 172 1 32 164 12 1 841 3:45 PM 101 26 36 0 29 41 8 0 10 208 168 2 33 169 12 2 845 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :907 225 280 0 213 327 70 0 74 1340 999 12 252 1289 81 34 6103 APPROACH %'s :64.24% 15.93% 19.83% 0.00% 34.92% 53.61% 11.48% 0.00% 3.05% 55.26% 41.20% 0.49% 15.22% 77.84% 4.89% 2.05% PEAK HR :03:00 PM 12:00 AM TOTAL PEAK HR VOL :428 101 148 0 89 118 30 0 36 762 572 6 128 655 36 9 3118 PEAK HR FACTOR :0.884 0.721 0.841 0.000 0.767 0.720 0.833 0.000 0.692 0.825 0.831 0.750 0.821 0.880 0.750 0.750 03:00 PM - 04:00 PM 0.9220.940 0.760 0.833 0.885 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 942 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 107 35 22 0 20 29 10 0 12 121 94 2 30 128 13 8 631 2:15 PM 144 45 51 0 32 53 9 0 11 129 84 2 32 159 10 7 768 2:30 PM 95 24 33 0 48 85 15 0 7 151 145 1 27 168 11 5 815 2:45 PM 110 20 22 0 23 38 6 0 8 142 88 1 35 150 10 5 658 3:00 PM 101 35 30 0 17 20 5 0 4 135 98 2 24 132 6 3 612 3:15 PM 119 22 35 0 24 28 9 0 13 176 128 1 37 179 6 3 780 3:30 PM 101 18 44 0 19 27 7 0 9 223 171 1 32 159 11 1 823 3:45 PM 98 26 36 0 29 41 6 0 10 203 165 2 30 164 12 2 824 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :875 225 273 0 212 321 67 0 74 1280 973 12 247 1239 79 34 5911 APPROACH %'s :63.73% 16.39% 19.88% 0.00% 35.33% 53.50% 11.17% 0.00% 3.16% 54.72% 41.60% 0.51% 15.45% 77.49% 4.94% 2.13% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :419 101 145 0 89 116 27 0 36 737 562 6 123 634 35 9 3039 PEAK HR FACTOR :0.880 0.721 0.824 0.000 0.767 0.707 0.750 0.000 0.692 0.826 0.822 0.750 0.831 0.885 0.729 0.750 Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 03:00 PM - 04:00 PM 0.9220.945 0.763 0.830 0.890 943 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3000010001540040027 2:15 PM 701001000640070026 2:30 PM 9000020009600110037 2:45 PM 403010000520071023 3:00 PM 201000100830040019 3:15 PM 202001000430270021 3:30 PM 200001000810051018 3:45 PM 300000200530350021 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :32070163006026055020192 APPROACH %'s :82.05% 0.00% 17.95% 0.00% 10.00% 60.00% 30.00% 0.00% 0.00% 69.77% 30.23% 0.00% 8.77% 87.72% 3.51% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :903002300251005211079 PEAK HR FACTOR :0.750 0.000 0.375 0.000 0.000 0.500 0.375 0.000 0.000 0.781 0.833 0.000 0.417 0.750 0.250 0.000 Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 03:00 PM - 04:00 PM 0.9400.750 0.625 0.795 0.750 944 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00001000010020004 2:30 PM 00000000000000000 2:45 PM 10000000000000001 3:00 PM 00000000000000000 3:15 PM 00000000000000000 3:30 PM 00000000000000000 3:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :10001000010020005 APPROACH %'s :100.00%0.00% 0.00% 0.00% 100.00%0.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 100.00%0.00% 0.00% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :00000000000000000 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/28/2022 03:00 PM - 04:00 PM 945 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 2:00 PM 000010001 2:15 PM 000020002 2:30 PM 000001012 2:45 PM 001010002 3:00 PM 000003003 3:15 PM 000001023 3:30 PM 000000000 3:45 PM 100031106 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1010761319 APPROACH %'s :100.00% 0.00% 100.00% 0.00% 53.85% 46.15% 25.00% 75.00% PEAK HR :03:00 PM 282 -3 -3 TOTAL PEAK HR VOL :1000351212 PEAK HR FACTOR :0.250 0.250 0.417 0.250 0.250 Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 22-130075-002 3/28/2022 0.5000.250 0.500 0.375 03:00 PM - 04:00 PM 946 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 30 118 89 0 PM AM NOON PM PM NOON AM 0000 0 36 0 0 0 655 0 0 006 00128 0 0 0036 0 TEV 0 0 3118 0 900 0 0 762 0 PHF 0.92 0 0 572 0 0000 AM NOON PM PM NOON AM PM 0 428 101 148 PM NOON 0000NOON AM 0000AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 1008 0 0 Cars (AM)818 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1119 CONTROL Signalized 0 NONE 03:00 PM - 04:00 PM 173 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Monday SOUTHBOUND 3/28/2022 2:00 PM - 04:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM20 0 10 0 00 0 00 0 30 0 50 0 00 0 10 0 1 21 510 25 0 3203090 0 00 0 0 0000000 0 00 0 0 00000035 634 123562 737 36 27116891451014190 0 00 0 0 0000000 0 00 0 0 000000947 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐002 Mon, Mar 28, 2022 237 179 Peak‐Hour: 03:00 PM ‐ 04:00 PM 2.1 0.6 1113 42 36 828 2.9 0.0 Peak 15‐Minute: 03:45 PM ‐ 04:00 PM 30 118 89 2.8 3.3Peak Hour Factor 762 0.92 655 3.3 3.2 0.010.0 1.7 3.6 2.8 428 101 148 2.1 0.0 2.0 1376 572 137 999 2.5 1.7 25 00 00 827 677 2.1 1.8 10 000 13 00 00 000 01 25 21 320 10 5 903 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 02:00 PM 110 35 22 0 20 30 10 Thru Rgt URgt U R* Left Thru Rgt 658 2985 02:15 PM 151 45 52 0 32 54 30 132 13 80 12 136 98 2 794 2958 02:30 PM 104 24 33 0 48 2 32 166 10 79 0 11 135 88 5 852 2965 02:45 PM 114 20 25 0 151 1 27 179 1187 15 0 7 160 11 5 681 2954 03:00 PM 103 35 31 0 147 90 1 35 15724 38 6 0 8 31184 22 37 0 136 6 3 631 6 3 801 143 101 2 2417 20 6 0 2487 03:30 PM 103 18 44 0 180 131 1 39 18624 29 9 0 1303:15 PM 121 16869 231 172 26 36 0 164 12 1 841 12 2 845 13219 28 7 0 845208 168 2 33 16929 41 8 0 1003:45 PM 101 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 140 176 0 R* Left Thru Rgt U 48 12 3748 Heavy Trucks 12 0 8 0 924 688 8 156 744116 164 36 0 52All Vehicles 484 12 28 4 12048 03212 0 28 Bicycles 0 0 0 0 0 0 0 816Pedestrians 0 4 00 0 00 Stopped Buses Buses 948 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 949 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 53 18 24 0 9 10 2 0 5 119 52 0 24 166 10 1 493 6:45 AM 109 55 28 0 11 20 7 0 8 119 63 0 43 177 19 0 659 7:00 AM 156 105 33 0 28 42 8 0 10 143 84 0 36 174 21 3 843 7:15 AM 96 18 35 0 33 47 1 0 7 183 94 0 49 225 6 1 795 7:30 AM 137 14 62 0 16 30 4 0 7 174 105 0 46 280 2 0 877 7:45 AM 130 26 59 0 16 14 11 0 5 172 96 1 29 341 6 0 906 8:00 AM 170 24 48 0 18 23 10 0 8 185 99 0 29 280 7 1 902 8:15 AM 176 26 35 0 12 25 5 0 9 196 113 1 41 264 83914 8:30 AM 132 16 31 0 23 39 5 0 9 226 149 1 35 177 8 1 852 8:45 AM 137 24 50 0 14 32 10 0 9 144 142 1 45 218 10 0 836 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1296 326 405 0 180 282 63 0 77 1661 997 4 377 2302 97 10 8077 APPROACH %'s :63.94% 16.08% 19.98% 0.00% 34.29% 53.71% 12.00% 0.00% 2.81% 60.64% 36.40% 0.15% 13.53% 82.63% 3.48% 0.36% PEAK HR :07:30 AM 39 TOTAL PEAK HR VOL :613 90 204 0 62 92 30 0 29 727 413 2 145 1165 23 4 3599 PEAK HR FACTOR :0.871 0.865 0.823 0.000 0.861 0.767 0.682 0.000 0.806 0.927 0.914 0.500 0.788 0.854 0.719 0.333 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 83 31 26 0 38 29 9 0 3 133 87 1 31 135 9 0 615 2:15 PM 153 45 45 0 33 44 16 0 7 126 95 0 35 143 10 1 753 2:30 PM 118 30 34 0 39 75 9 0 11 174 124 1 23 170 7 5 820 2:45 PM 129 26 34 0 29 35 11 0 11 160 95 3 51 163 12 2 761 3:00 PM 121 22 36 0 20 38 11 0 11 150 107 4 25 166 11 4 726 3:15 PM 133 21 45 0 23 38 7 0 13 216 129 2 32 185 15 5 864 3:30 PM 100 25 50 0 25 31 11 0 10 198 154 2 34 190 16 1 847 3:45 PM 120 34 38 0 29 61 3 0 12 223 141 2 37 199 8 0 907 4:00 PM 200 32 53 0 33 36 11 0 8 196 121 5 36 189 5 1 926 4:15 PM 119 29 49 0 25 42 8 0 4 269 127 2 45 219 15 1 954 4:30 PM 121 32 40 0 26 41 9 0 9 268 99 1 38 232 18 4 938 4:45 PM 157 29 46 0 26 30 5 0 7 217 129 0 44 230 15 2 937 5:00 PM 128 27 54 0 41 38 6 0 19 250 165 5 50 294 12 1 1090 5:15 PM 137 30 43 0 35 40 2 0 11 286 159 1 43 239 4 3 1033 5:30 PM 163 44 34 0 31 53 6 0 9 250 128 0 42 250 17 0 1027 5:45 PM 124 37 25 0 12 21 6 0 13 231 139 3 61 244 20 1 937 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :2106 494 652 0 465 652 130 0 158 3347 1999 32 627 3248 194 31 14135 APPROACH %'s :64.76% 15.19% 20.05% 0.00% 37.29% 52.29% 10.43% 0.00% 2.85% 60.46% 36.11% 0.58% 15.29% 79.22% 4.73% 0.76% PEAK HR :05:00 PM 12:00 AM TOTAL PEAK HR VOL :552 138 156 0 119 152 20 0 52 1017 591 9 196 1027 53 5 4087 PEAK HR FACTOR :0.847 0.784 0.722 0.000 0.726 0.717 0.833 0.000 0.684 0.889 0.895 0.450 0.803 0.873 0.663 0.417 22-130075-002 3/22/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 07:30 AM - 08:30 AM 0.9840.937 0.902 0.918 0.889 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 05:00 PM - 06:00 PM 0.9370.878 0.808 0.913 0.897 950 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 50 17 24 0 9 10 2 0 5 112 51 0 24 163 10 1 478 6:45 AM 105 55 28 0 11 20 7 0 8 111 60 0 40 174 19 0 638 7:00 AM 152 105 33 0 28 42 8 0 10 136 83 0 33 167 20 3 820 7:15 AM 95 18 35 0 33 47 1 0 7 172 86 0 48 219 6 1 768 7:30 AM 136 14 60 0 15 29 4 0 7 166 103 0 46 269 2 0 851 7:45 AM 130 26 59 0 16 14 10 0 5 159 92 1 29 334 50880 8:00 AM 167 23 48 0 18 23 8 0 8 176 93 0 29 274 71875 8:15 AM 171 26 35 0 12 25 4 0 9 186 111 1 41 258 8 3 890 8:30 AM 132 16 28 0 23 39 5 0 9 209 148 1 34 172 8 1 825 8:45 AM 135 24 50 0 13 31 10 0 8 139 139 1 44 212 10 0 816 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1273 324 400 0 178 280 59 0 76 1566 966 4 368 2242 95 10 7841 APPROACH %'s :63.75% 16.22% 20.03% 0.00% 34.43% 54.16% 11.41% 0.00% 2.91% 59.95% 36.98% 0.15% 13.55% 82.58% 3.50% 0.37% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :604 89 202 0 61 91 26 0 29 687 399 2 145 1135 22 4 3496 PEAK HR FACTOR :0.883 0.856 0.842 0.000 0.847 0.784 0.650 0.000 0.806 0.923 0.899 0.500 0.788 0.850 0.688 0.333 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 80 30 26 0 37 29 9 0 3 120 86 1 31 125 9 0 586 2:15 PM 149 45 44 0 33 44 14 0 7 119 92 0 32 136 10 1 726 2:30 PM 110 30 33 0 39 74 9 0 11 166 114 1 20 162 7 5 781 2:45 PM 125 26 30 0 27 35 11 0 10 154 94 3 49 155 11 2 732 3:00 PM 116 22 35 0 19 37 11 0 10 141 106 4 25 160 11 4 701 3:15 PM 126 21 44 0 23 38 7 0 13 213 124 2 32 176 15 5 839 3:30 PM 99 25 50 0 24 31 10 0 10 192 149 2 33 181 15 1 822 3:45 PM 117 34 38 0 29 60 3 0 12 217 139 2 35 191 8 0 885 4:00 PM 188 31 52 0 33 36 11 0 7 190 117 5 36 184 51896 4:15 PM 117 29 49 0 25 42 8 0 4 267 126 2 45 207 15 1 937 4:30 PM 109 32 40 0 25 41 8 0 9 265 99 1 38 220 17 4 908 4:45 PM 150 29 46 0 25 30 5 0 7 212 127 0 44 213 15 2 905 5:00 PM 122 27 52 0 40 38 6 0 19 248 164 55028412 1 1068 5:15 PM 135 30 42 0 35 40 2 0 11 282 159 1 43 234 431021 5:30 PM 160 44 34 0 31 53 6 0 9 246 127 0 42 244 17 0 1013 5:45 PM 123 37 25 0 12 21 6 0 13 225 138 3 61 237 20 1 922 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :2026 492 640 0 457 649 126 0 155 3257 1961 32 616 3109 191 31 13742 APPROACH %'s :64.15% 15.58% 20.27% 0.00% 37.09% 52.68% 10.23% 0.00% 2.87% 60.26% 36.28% 0.59% 15.61% 78.77% 4.84% 0.79% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :540 138 153 0 118 152 20 0 52 1001 588 9 196 999 53 5 4024 PEAK HR FACTOR :0.844 0.784 0.736 0.000 0.738 0.717 0.833 0.000 0.684 0.887 0.896 0.450 0.803 0.879 0.663 0.417 22-130075-002 3/22/2022 05:00 PM - 06:00 PM 0.9420.873 0.806 0.911 0.903 07:30 AM - 08:30 AM 0.982 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.940 0.908 0.910 0.887 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 951 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 310000000710030015 6:45 AM 400000000830330021 7:00 AM 400000000710371023 7:15 AM 1000000001180160027 7:30 AM 1020110008200110026 7:45 AM 0000001001340071026 8:00 AM 310000200960060027 8:15 AM 5000001001020060024 8:30 AM 0030000001710150027 8:45 AM 200011001530160020 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :23250224019531096020236 APPROACH %'s :76.67% 6.67% 16.67% 0.00% 25.00% 25.00% 50.00% 0.00% 0.79% 74.80% 24.41% 0.00% 12.68% 84.51% 2.82% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :9120114004014003010103 PEAK HR FACTOR :0.450 0.250 0.250 0.000 0.250 0.250 0.500 0.000 0.000 0.769 0.583 0.000 0.000 0.682 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 31001000013100100029 2:15 PM 401000200730370027 2:30 PM 8010010008100380039 2:45 PM 404020001610281029 3:00 PM 501011001910060025 3:15 PM 701000000350090025 3:30 PM 100010100650191025 3:45 PM 300001000620280022 4:00 PM 1211000001640050030 4:15 PM 2000000002100120017 4:30 PM 12000101003000121030 4:45 PM 7000100005200170032 5:00 PM 6020100002100100022 5:15 PM 201000000400050012 5:30 PM 300000000410060014 5:45 PM 100000000610070015 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :80212083403903801113930393 APPROACH %'s :85.11% 2.13% 12.77% 0.00% 53.33% 20.00% 26.67% 0.00% 2.29% 68.70% 29.01% 0.00% 7.19% 90.85% 1.96% 0.00% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :120301000016300280063 PEAK HR FACTOR :0.500 0.000 0.375 0.000 0.250 0.000 0.000 0.000 0.000 0.667 0.750 0.000 0.000 0.700 0.000 0.000 22-130075-002 3/22/2022 05:00 PM - 06:00 PM 0.7160.469 0.250 0.679 0.700 07:30 AM - 08:30 AM 0.954 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.600 0.750 0.794 0.705 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 952 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 00000000000001001 6:45 AM 00000000000000000 7:00 AM 00000000000000000 7:15 AM 10000000000000001 7:30 AM 00000000001001002 7:45 AM 00000000000000000 8:00 AM 00000000000000000 8:15 AM 00000000000000000 8:30 AM 01000200000000003 8:45 AM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :11000200001002007 APPROACH %'s :50.00% 50.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 100.00%0.00% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :00000000001001002 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00000100001000002 2:30 PM 10000000000000001 2:45 PM 00000000000000000 3:00 PM 00000000000000000 3:15 PM 01000000000000001 3:30 PM 00000000000000000 3:45 PM 00001010000000002 4:00 PM 00000000010000001 4:15 PM 00000000000000000 4:30 PM 01000000000000001 4:45 PM 00000200000000002 5:00 PM 10000000000000001 5:15 PM 01000100010000003 5:30 PM 00000100000000001 5:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :230015100210000015 APPROACH %'s :40.00% 60.00% 0.00% 0.00% 14.29% 71.43% 14.29% 0.00% 0.00% 66.67% 33.33% 0.00% PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :11000200010000005 PEAK HR FACTOR :0.250 0.250 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 22-130075-002 3/22/2022 05:00 PM - 06:00 PM 0.4170.500 0.500 0.250 07:30 AM - 08:30 AM 0.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.250 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 953 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 6:30 AM 100010002 6:45 AM 000000000 7:00 AM 000000000 7:15 AM 000000000 7:30 AM 010000001 7:45 AM 000000000 8:00 AM 000010001 8:15 AM 000000000 8:30 AM 204010209 8:45 AM 000003003 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :3140332016 APPROACH %'s :75.00% 25.00% 100.00% 0.00% 50.00% 50.00% 100.00% 0.00% PEAK HR :07:30 AM 38 -1 -1 TOTAL PEAK HR VOL :010010002 PEAK HR FACTOR :0.250 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL 2:00 PM 000000000 2:15 PM 000000000 2:30 PM 000003014 2:45 PM 000001001 3:00 PM 000001001 3:15 PM 000000022 3:30 PM 000000202 3:45 PM 100030004 4:00 PM 02051800025 4:15 PM 0200802012 4:30 PM 000001001 4:45 PM 000000000 5:00 PM 000000000 5:15 PM 000000011 5:30 PM 000011002 5:45 PM 000000000 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :14053074455 APPROACH %'s :20.00% 80.00% 0.00% 100.00% 81.08% 18.92% 50.00% 50.00% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :000011013 PEAK HR FACTOR :0.250 0.250 0.250 22-130075-002 3/22/2022 0.3750.250 0.250 05:00 PM - 06:00 PM 0.5000.250 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.250 07:30 AM - 08:30 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 954 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 30 92 62 0 AM NOON 0000 NOON PM 20 152 119 0 PM AM NOON PM PM NOON AM 0000 0 53023 0 1027 0 1165 209 00196 0 145 29052 0 TEV 3599 0 4087 0 504 727 0 1017 0 PHF 0.98 0.94 413 0 591 0 0000 AM NOON PM PM NOON AM PM 0 552 138 156 PM NOON 0000NOON AM 0 613 90 204 AM 0 NONE 05:00 PM - 06:00 PM 243 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 3/22/2022 2:00 PM - 06:00 PMPEAK HOURS07:30 AM - 08:30 AM 142 6:30 AM - 09:00 AM COUNT PERIODSNONE 1297 0 997 Cars (AM)939 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4341810 0 1608 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 650 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 00 0 00 000 010 1 10 000 100 00 28 03 16 0 00130120 0 00 0 0 0000001 30 014 40 0 41121953 999 196588 1001 52 201521181531385400 0 00 0 0 00000022 1135 145399 687 29 26916120289604955 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 04 0 40 8 8 Bicycles 0 0 0 0 0 0 0 04Pedestrians 0 4 44 4 17248 05224 4160 Heavy Trucks 20 4 8 4 784 452 4 184 136472 120 44 0 36All Vehicles 704 0 104 248 0 R* Left Thru Rgt U 32 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 836144 142 1 45 21814 32 10 0 908:45 AM 137 24 50 0 177 8 1 852 10 0 836 13523 39 5 0 2602 08:30 AM 132 16 31 0 196 113 1 41 26412 25 5 0 908:15 AM 176 16889 226 149 26 35 0 280 7 1 902 8 3 914 02918 23 10 0 3574 08:00 AM 170 24 48 0 172 96 1 29 34116 14 11 0 507:45 AM 130 35048 185 99 26 59 0 280 2 0 877 6 0 906 174 105 0 4616 30 4 0 6 1 795 3480 07:30 AM 137 14 62 0 183 94 0 49 22533 47 1 0 7 35997 36 174 2142 8 0 10 143 07:15 AM 96 18 35 0 84 0 3174 07:00 AM 156 105 33 0 28 0 43 177 19 07 0 8 119 63 3 843 3421 493 2790 06:45 AM 109 55 28 0 11 20 24 166 10 10 5 119 52 0 659 Thru Rgt URgt U R* Left Thru Rgt 06:30 AM 53 18 24 0 9 10 2 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 14 0 912 01 40 30 411 01 10 00 000 00 00 01 654 907 2.3 1.3 01 000 4.3 613 90 204 1.5 1.1 1.0 1171 413 149 993 4.6 3.4 727 0.98 1165 5.5 2.6 1.613.3 1.1 0.0 22‐130075‐002 Tue, Mar 22, 2022 184 144 Peak‐Hour: 07:30 AM ‐ 08:30 AM 3.3 1.4 1808 31 23 1337 2.4 0.0 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 30 92 62 4.3 2.3Peak Hour Factor 956 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 40 0 00 16 12 Bicycles 4 4 0 0 4 0 0 48Pedestrians 0 0 40 0 1040 0 0244 4856 Heavy Trucks 24 0 8 4 1144 660 20 244 1176164 212 24 0 76All Vehicles 652 0 176 216 0 R* Left Thru Rgt U 80 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 937231 139 3 61 24412 21 6 0 1305:45 PM 124 37 25 0 250 17 0 1027 20 1 937 04231 53 6 0 2997 05:30 PM 163 44 34 0 286 159 1 43 23935 40 2 0 1105:15 PM 137 19649 250 128 30 43 0 294 12 1 1090 4 3 1033 55041 38 6 0 4087 05:00 PM 128 27 54 0 217 129 0 44 23026 30 5 0 704:45 PM 157 408719 250 165 29 46 0 232 18 4 938 15 2 937 13826 41 9 0 3919 04:30 PM 121 32 40 0 269 127 2 45 21925 42 8 0 404:15 PM 119 39989 268 99 29 49 0 189 5 1 926 15 1 954 53633 36 11 0 3725 04:00 PM 200 32 53 0 223 141 2 37 19929 61 3 0 1203:45 PM 120 37558 196 121 34 38 0 190 16 1 847 8 0 907 23425 31 11 0 3544 03:30 PM 100 25 50 0 216 129 2 32 18523 38 7 0 1303:15 PM 133 363410 198 154 21 45 0 166 11 4 726 15 5 864 150 107 4 2520 38 11 0 12 2 761 3198 03:00 PM 121 22 36 0 160 95 3 51 16329 35 11 0 11 334411 23 170 775 9 0 11 174 02:45 PM 129 26 34 0 124 1 3060 02:30 PM 118 30 34 0 39 0 35 143 10 116 0 7 126 95 5 820 3171 615 2949 02:15 PM 153 45 45 0 33 44 31 135 9 00 3 133 87 1 753 Thru Rgt URgt U R* Left Thru Rgt 02:00 PM 83 31 26 0 38 29 9 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 30 12 0 3 00 16 28 001 01 00 00 110 11 00 10 944 846 0.3 1.8 00 020 1.5 552 138 156 2.2 0.0 1.9 1669 591 201 1292 1.1 0.5 1017 0.94 1027 1.6 2.7 0.80.0 0.0 0.0 22‐130075‐002 Tue, Mar 22, 2022 291 252 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.3 0.0 1599 61 53 1281 2.5 0.0 Peak 15‐Minute: 05:00 PM ‐ 05:15 PM 20 152 119 0.0 2.2Peak Hour Factor 957 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 958 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 119 32 17 0 29 26 8 0 13 119 83 2 38 117 15 3 621 1:15 PM 128 30 45 0 37 61 16 0 8 171 121 2 31 193 14 1 858 1:30 PM 139 25 33 0 37 60 14 0 4 144 115 2 37 165 10 3 788 1:45 PM 114 24 28 0 28 33 11 0 12 137 78 3 38 191 12 0 709 2:00 PM 124 39 24 0 21 31 8 0 9 148 112 3 28 163 10 2 722 2:15 PM 119 26 26 0 25 30 8 0 11 173 145 1 34 176 14 2 790 2:30 PM 118 30 34 0 40 76 9 0 11 173 123 1 23 168 8 5 819 2:45 PM 112 25 39 0 29 38 11 0 14 178 113 2 54 140 11 0 766 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :973 231 246 0 246 355 85 0 82 1243 890 16 283 1313 94 16 6073 APPROACH %'s :67.10% 15.93% 16.97% 0.00% 35.86% 51.75% 12.39% 0.00% 3.68% 55.71% 39.89% 0.72% 16.59% 76.96% 5.51% 0.94% PEAK HR :2:00 PM 12:00 AM TOTAL PEAK HR VOL :473 120 123 0 115 175 36 0 45 672 493 7 139 647 43 9 3097 PEAK HR FACTOR :0.954 0.769 0.788 0.000 0.719 0.576 0.818 0.000 0.804 0.944 0.850 0.583 0.644 0.919 0.768 0.450 02:00 PM - 03:00 PM 0.9450.957 0.652 0.922 0.927 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 959 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 114 32 16 0 29 24 8 0 13 111 79 2 36 110 15 3 592 1:15 PM 126 30 45 0 37 61 16 0 8 164 119 1 30 187 14 1 839 1:30 PM 136 25 31 0 37 59 14 0 4 137 105 2 34 156 10 3 753 1:45 PM 108 24 27 0 28 33 11 0 12 126 75 3 37 179 12 0 675 2:00 PM 117 39 24 0 21 30 8 0 9 140 109 3 28 153 10 2 693 2:15 PM 115 26 22 0 24 30 8 0 10 165 143 1 33 171 14 2 764 2:30 PM 110 30 33 0 40 75 9 0 11 165 114 1 20 161 8 5 782 2:45 PM 108 25 39 0 29 38 11 0 14 167 109 2 52 136 11 0 741 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :934 231 237 0 245 350 85 0 81 1175 853 15 270 1253 94 16 5839 APPROACH %'s :66.62% 16.48% 16.90% 0.00% 36.03% 51.47% 12.50% 0.00% 3.81% 55.32% 40.16% 0.71% 16.53% 76.73% 5.76% 0.98% PEAK HR :2:00 PM 281 0 0 TOTAL PEAK HR VOL :450 120 118 0 114 173 36 0 44 637 475 7 133 621 43 9 2980 PEAK HR FACTOR :0.962 0.769 0.756 0.000 0.713 0.577 0.818 0.000 0.786 0.954 0.830 0.583 0.639 0.908 0.768 0.450 Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 02:00 PM - 03:00 PM 0.9530.956 0.651 0.911 0.916 960 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 501002000840270029 1:15 PM 200000000721160019 1:30 PM 3020010007100390035 1:45 PM 60100000011301120034 2:00 PM 7000010008300100029 2:15 PM 404010001820150026 2:30 PM 801001000890370037 2:45 PM 4000000001140240025 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :390901500168371136000234 APPROACH %'s :81.25% 0.00% 18.75% 0.00% 16.67% 83.33% 0.00% 0.00% 0.93% 63.55% 34.58% 0.93% 17.81% 82.19% 0.00% 0.00% PEAK HR :2:00 PM 281 0 0 TOTAL PEAK HR VOL :23050120013518062600117 PEAK HR FACTOR :0.719 0.000 0.313 0.000 0.250 0.500 0.000 0.000 0.250 0.795 0.500 0.000 0.500 0.650 0.000 0.000 Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 02:00 PM - 03:00 PM 0.7910.778 0.750 0.794 0.800 961 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1:00 PM 01000000000000001 1:15 PM 00000200000000002 1:30 PM 00000000000000000 1:45 PM 00000200000000002 2:00 PM 00000000000000000 2:15 PM 00000000000001001 2:30 PM 10000000000000001 2:45 PM 03000000000000003 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :140004000000010010 APPROACH %'s :20.00% 80.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00% 0.00% 100.00%0.00% 0.00% PEAK HR :2:00 PM 281 0 0 TOTAL PEAK HR VOL :13000000000001005 PEAK HR FACTOR :0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/23/2022 02:00 PM - 03:00 PM 0.4170.333 0.250 962 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 1:00 PM 000010001 1:15 PM 000001012 1:30 PM 100003015 1:45 PM 110000103 2:00 PM 100001103 2:15 PM 000000000 2:30 PM 000002013 2:45 PM 000001001 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :3100182318 APPROACH %'s :75.00% 25.00% 11.11% 88.89% 40.00% 60.00% PEAK HR :2:00 PM 278 -3 -3 TOTAL PEAK HR VOL :100004117 PEAK HR FACTOR :0.250 0.500 0.250 0.250 Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 22-130075-002 3/23/2022 0.5830.250 0.500 0.500 02:00 PM - 03:00 PM 963 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 36 175 115 0 PM AM NOON PM PM NOON AM 0000 0 43 0 0 0 647 0 0 007 00139 0 0 0045 0 TEV 0 0 3097 0 900 0 0 672 0 PHF 0.95 0 0 493 0 0000 AM NOON PM PM NOON AM PM 0 473 120 123 PM NOON 0000NOON AM 0000AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 919 0 0 Cars (AM)807 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1163 CONTROL Signalized 0 NONE 02:00 PM - 03:00 PM 208 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Wednesday SOUTHBOUND 3/23/2022 1:00 PM - 03:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 10 0 00 0 00 0 00 0 40 0 00 0 10 0 0 26 618 35 1 02150230 0 00 0 0 0000000 0 00 0 0 00000043 621 133475 637 44 361731141181204500 0 00 0 0 0000000 0 00 0 0 000000964 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐002 Wed, Mar 23, 2022 326 215 Peak‐Hour: 02:00 PM ‐ 03:00 PM 0.9 0.5 1156 52 43 838 4.2 1.9 Peak 15‐Minute: 02:30 PM ‐ 02:45 PM 36 175 115 0.0 3.8Peak Hour Factor 672 0.95 647 5.2 4.0 0.90.0 1.1 4.1 4.5 473 120 123 4.9 0.0 4.1 1217 493 148 910 4.4 3.7 14 00 01 816 716 3.2 3.9 10 000 10 00 00 130 10 35 26 021 18 6 23 0 5 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 1:00 PM 119 32 17 0 29 26 8 Thru Rgt URgt U R* Left Thru Rgt 621 2976 1:15 PM 128 30 45 0 37 61 38 117 15 30 13 119 83 2 858 3077 1:30 PM 139 25 33 0 37 2 31 193 14 116 0 8 171 121 3 788 3009 1:45 PM 114 24 28 0 115 2 37 165 1060 14 0 4 144 12 0 709 3040 2:00 PM 124 39 24 0 137 78 3 38 19128 33 11 0 12 30979 26 26 0 163 10 2 722 14 2 790 148 112 3 2821 31 8 0 2375 2:30 PM 118 30 34 0 173 145 1 34 17625 30 8 0 112:15 PM 119 158511 173 123 25 39 0 168 8 5 819 11 0 766 12340 76 9 0 766178 113 2 54 14029 38 11 0 142:45 PM 112 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 156 156 0 R* Left Thru Rgt U 56 20 3672 Heavy Trucks 32 0 16 4 712 580 12 216 704160 304 44 0 56All Vehicles 496 12 40 0 19240 44436 20 16 Bicycles 4 12 0 0 0 0 0 48Pedestrians 0 4 00 0 40 Stopped Buses Buses 965 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 966 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 78 28 25 0 42 30 9 0 3 135 96 1 31 133 9 0 620 2:15 PM 149 45 45 0 33 42 14 1 5 131 94 0 35 150 8 0 752 2:30 PM 107 30 21 0 39 77 13 0 12 174 105 1 24 185 9 6 803 2:45 PM 123 27 26 0 23 30 8 0 10 138 90 2 50 160 12 2 701 3:00 PM 79 16 31 0 19 24 5 0 10 140 102 2 21 154 71611 3:15 PM 117 30 40 0 26 37 2 0 11 176 147 3 35 162 7 3 796 3:30 PM 94 35 33 0 27 42 5 0 7 226 155 0 33 195 15 2 869 3:45 PM 109 26 26 0 26 35 7 0 10 204 141 4 27 191 6 1 813 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :856 237 247 0 235 317 63 1 68 1324 930 13 256 1330 73 15 5965 APPROACH %'s :63.88% 17.69% 18.43% 0.00% 38.15% 51.46% 10.23% 0.16% 2.91% 56.70% 39.83% 0.56% 15.29% 79.45% 4.36% 0.90% PEAK HR :03:00 PM 12:00 AM TOTAL PEAK HR VOL :399 107 130 0 98 138 19 0 38 746 545 9 116 702 35 7 3089 PEAK HR FACTOR :0.853 0.764 0.813 0.000 0.907 0.821 0.679 0.000 0.864 0.825 0.879 0.563 0.829 0.900 0.583 0.583 22-130075-002 3/24/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 03:00 PM - 04:00 PM 0.8890.850 0.861 0.862 0.878 967 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 75 28 25 0 41 30 9 0 3 123 95 1 31 125 9 0 595 2:15 PM 145 45 44 0 33 42 13 1 5 124 91 0 32 143 8 0 726 2:30 PM 101 30 20 0 39 76 13 0 12 166 97 1 22 176 9 6 768 2:45 PM 118 27 24 0 23 30 8 0 10 129 88 2 49 150 11 2 671 3:00 PM 77 16 29 0 19 23 5 0 10 134 100 2 20 151 7 1 594 3:15 PM 115 29 40 0 26 37 2 0 11 172 145 3 33 153 6 3 775 3:30 PM 91 35 32 0 26 41 4 0 7 221 151 0 32 188 15 2 845 3:45 PM 109 26 25 0 26 35 7 0 10 199 140 4 26 186 6 1 800 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :831 236 239 0 233 314 61 1 68 1268 907 13 245 1272 71 15 5774 APPROACH %'s :63.63% 18.07% 18.30% 0.00% 38.26% 51.56% 10.02% 0.16% 3.01% 56.21% 40.20% 0.58% 15.28% 79.35% 4.43% 0.94% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :392 106 126 0 97 136 18 0 38 726 536 9 111 678 34 7 3014 PEAK HR FACTOR :0.852 0.757 0.788 0.000 0.933 0.829 0.643 0.000 0.864 0.821 0.887 0.563 0.841 0.902 0.567 0.583 22-130075-002 3/24/2022 03:00 PM - 04:00 PM 0.8920.848 0.884 0.863 0.876 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 968 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3000100001210080025 2:15 PM 401000100730370026 2:30 PM 601001000880290035 2:45 PM 5020000009201101030 3:00 PM 202001000620130017 3:15 PM 210000000420291021 3:30 PM 301011100540170024 3:45 PM 001000000510150013 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :251802320056230115820191 APPROACH %'s :73.53% 2.94% 23.53% 0.00% 28.57% 42.86% 28.57% 0.00% 0.00% 70.89% 29.11% 0.00% 15.49% 81.69% 2.82% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :71401210020905241075 PEAK HR FACTOR :0.583 0.250 0.500 0.000 0.250 0.500 0.250 0.000 0.000 0.833 0.563 0.000 0.625 0.667 0.250 0.000 22-130075-002 3/24/2022 03:00 PM - 04:00 PM 0.7810.750 0.333 0.806 0.625 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 969 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00000000000000000 2:30 PM 01000000000000001 2:45 PM 10000000000000001 3:00 PM 00000000000000000 3:15 PM 00000000000000000 3:30 PM 01000000000000001 3:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :12000000000000003 APPROACH %'s :33.33% 66.67% 0.00% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :01000000000000001 PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-130075-002 3/24/2022 03:00 PM - 04:00 PM 0.2500.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 970 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 2:00 PM 000000000 2:15 PM 000000000 2:30 PM 000002013 2:45 PM 000001001 3:00 PM 000002002 3:15 PM 000001001 3:30 PM 001001103 3:45 PM 100031005 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1010381115 APPROACH %'s :100.00% 0.00% 100.00% 0.00% 27.27% 72.73% 50.00% 50.00% PEAK HR :03:00 PM 282 -3 -3 TOTAL PEAK HR VOL :1010351011 PEAK HR FACTOR :0.250 0.250 0.250 0.625 0.250 22-130075-002 3/24/2022 0.5500.250 0.250 0.500 0.250 03:00 PM - 04:00 PM PM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 971 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 19 138 98 0 PM AM NOON PM PM NOON AM 0000 0 35 0 0 0 702 0 0 009 00116 0 0 0038 0 TEV 0 0 3089 0 700 0 0 746 0 PHF 0.89 0 0 545 0 0000 AM NOON PM PM NOON AM PM 0 399 107 130 PM NOON 0000NOON AM 0000AM 0 NONE 03:00 PM - 04:00 PM 180 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Thursday SOUTHBOUND 3/24/2022 2:00 PM - 04:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNONE 981 0 0 Cars (AM)799 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1129 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM00 0 10 0 10 0 00 0 30 0 50 0 00 0 10 0 1 24 59 20 0 1214170 0 00 0 0 0000000 0 00 0 0 00000034 678 111536 726 38 18136971261063920 0 00 0 0 0000000 0 00 0 0 000000972 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 00 0 00 4 28 Bicycles 0 4 0 0 0 0 0 416Pedestrians 4 4 36 4 12444 02416 3648 Heavy Trucks 12 4 8 4 904 620 16 140 780108 168 28 0 44All Vehicles 468 8 140 160 0 R* Left Thru Rgt U 60 12 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 813204 141 4 27 19126 35 7 0 1003:45 PM 109 26 26 0 195 15 2 869 6 1 813 03327 42 5 0 2478 03:30 PM 94 35 33 0 176 147 3 35 16226 37 2 0 1103:15 PM 117 16827 226 155 30 40 0 154 7 1 611 7 3 796 140 102 2 2119 24 5 0 12 2 701 2977 03:00 PM 79 16 31 0 138 90 2 50 16023 30 8 0 10 308910 24 185 977 13 0 12 174 02:45 PM 123 27 26 0 105 1 2867 02:30 PM 107 30 21 0 39 0 35 150 8 014 1 5 131 94 6 803 2911 620 2876 02:15 PM 149 45 45 0 33 42 31 133 9 00 3 135 96 1 752 Thru Rgt URgt U R* Left Thru Rgt 02:00 PM 78 28 25 0 42 30 9 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 95 714 01 20 24 121 13 00 10 010 05 00 00 806 636 2.0 1.9 10 000 2.5 399 107 130 1.8 0.9 3.1 1338 545 123 974 2.2 1.7 746 0.89 702 2.7 3.4 1.05.3 1.4 4.1 22‐130075‐002 Thu, Mar 24, 2022 255 189 Peak‐Hour: 03:00 PM ‐ 04:00 PM 1.6 1.1 1120 47 35 860 2.8 0.0 Peak 15‐Minute: 03:30 PM ‐ 03:45 PM 19 138 98 2.9 3.5Peak Hour Factor 973 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 974 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 100 24 31 0 21 38 7 0 9 141 103 3 39 148 15 2 681 2:15 PM 129 50 42 0 40 48 6 0 8 145 89 4 35 164 10 3 773 2:30 PM 126 29 40 0 34 82 10 0 13 169 136 1 37 144 10 2 833 2:45 PM 114 23 30 0 33 53 5 0 12 168 112 2 37 185 13 3 790 3:00 PM 124 32 41 0 14 28 4 0 7 161 111 3 22 191 8 2 748 3:15 PM 114 27 42 0 29 38 6 0 20 207 159 3 38 183 13 2 881 3:30 PM 110 36 40 0 26 46 4 0 12 240 181 2 35 202 11 3 948 3:45 PM 123 34 36 0 40 30 5 0 13 217 139 4 50 178 31 1 901 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :940 255 302 0 237 363 47 0 94 1448 1030 22 293 1395 111 18 6555 APPROACH %'s :62.79% 17.03% 20.17% 0.00% 36.63% 56.11% 7.26% 0.00% 3.62% 55.82% 39.71% 0.85% 16.13% 76.77% 6.11% 0.99% PEAK HR :03:00 PM 12:00 AM TOTAL PEAK HR VOL :471 129 159 0 109 142 19 0 52 825 590 12 145 754 63 8 3478 PEAK HR FACTOR :0.950 0.896 0.946 0.000 0.681 0.772 0.792 0.000 0.650 0.859 0.815 0.750 0.725 0.933 0.508 0.667 03:00 PM - 04:00 PM 0.9170.963 0.888 0.850 0.933 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 Data - Total Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 975 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 96 24 29 0 21 38 7 0 9 128 102 3 39 141 14 1 652 2:15 PM 121 49 40 0 40 48 6 0 8 144 87 4 33 160 10 3 753 2:30 PM 124 29 38 0 33 82 10 0 12 164 129 1 35 135 10 2 804 2:45 PM 106 23 29 0 33 52 5 0 12 157 111 2 37 176 13 3 759 3:00 PM 122 32 40 0 14 28 4 0 7 157 110 3 22 186 8 2 735 3:15 PM 111 27 40 0 29 38 6 0 20 197 156 3 38 175 13 2 855 3:30 PM 109 36 39 0 24 45 4 0 12 237 180 2 33 198 11 3 933 3:45 PM 121 34 36 0 40 30 4 0 13 210 136 4 48 176 30 1 883 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :910 254 291 0 234 361 46 0 93 1394 1011 22 285 1347 109 17 6374 APPROACH %'s :62.54% 17.46% 20.00% 0.00% 36.51% 56.32% 7.18% 0.00% 3.69% 55.32% 40.12% 0.87% 16.21% 76.62% 6.20% 0.97% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :463 129 155 0 107 141 18 0 52 801 582 12 141 735 62 8 3406 PEAK HR FACTOR :0.949 0.896 0.969 0.000 0.669 0.783 0.750 0.000 0.650 0.845 0.808 0.750 0.734 0.928 0.517 0.667 Data - Cars Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 03:00 PM - 04:00 PM 0.9130.963 0.899 0.839 0.927 976 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 4020000001310071129 2:15 PM 812000000120240020 2:30 PM 202010001570290029 2:45 PM 8010010001110090031 3:00 PM 201000000410050013 3:15 PM 3020000001030080026 3:30 PM 101021000310240015 3:45 PM 200000100730221018 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :301110321015419084821181 APPROACH %'s :71.43% 2.38% 26.19% 0.00% 50.00% 33.33% 16.67% 0.00% 1.35% 72.97% 25.68% 0.00% 13.56% 81.36% 3.39% 1.69% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :80402110024804191072 PEAK HR FACTOR :0.667 0.000 0.500 0.000 0.250 0.250 0.250 0.000 0.000 0.600 0.667 0.000 0.500 0.594 0.250 0.000 Data - HT Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 03:00 PM - 04:00 PM 0.6920.600 0.333 0.615 0.750 977 National Data & Surveying ServicesIntersection Turning Movement Count Location:Tuskawilla Rd & SR 419/SR 434 City:Winter Springs Project ID: Control:Signalized Date: NS/EW Streets: 0000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 00000000000000000 2:15 PM 00000000010000001 2:30 PM 10000000000000001 2:45 PM 10000000000000001 3:00 PM 00000000000000000 3:15 PM 00000000000000000 3:30 PM 00000000001000001 3:45 PM 00000000000000000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :20000000011000004 APPROACH %'s :100.00%0.00% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :00000000001000001 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Data - Bikes Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-130075-002 3/25/2022 03:00 PM - 04:00 PM 0.2500.250 978 National Data & Surveying ServicesIntersection Turning Movement CountLocation:Tuskawilla Rd & SR 419/SR 434 Project ID: City:Winter Springs Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 2:00 PM 010000001 2:15 PM 001010002 2:30 PM 000001012 2:45 PM 000100102 3:00 PM 000000011 3:15 PM 000002002 3:30 PM 100000001 3:45 PM 001231007 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1123441218 APPROACH %'s :50.00% 50.00% 40.00% 60.00% 50.00% 50.00% 33.33% 66.67% PEAK HR :03:00 PM 282 -3 -3 TOTAL PEAK HR VOL :1012330111 PEAK HR FACTOR :0.250 0.250 0.250 0.250 0.375 0.250 Data - Pedestrians (Crosswalks) Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 22-130075-002 3/25/2022 0.3930.250 0.250 0.375 0.250 03:00 PM - 04:00 PM 979 Prepared by National Data & Surveying Services ID:22-130075-002 Day: City:Winter Springs Date: AM 0000 AM NOON 0000 NOON PM 19 142 109 0 PM AM NOON PM PM NOON AM 0000 0 63 0 0 0 754 0 0 0012 00145 0 0 0052 0 TEV 0 0 3478 0 800 0 0 825 0 PHF 0.92 0 0 590 0 0000 AM NOON PM PM NOON AM PM 0 471 129 159 PM NOON 0000NOON AM 0000AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 0 NORTHBOUND Tuskawilla Rd Cars (NOON) HT (NOON) NONE 1101 0 0 Cars (AM)877 HT (AM)SR 419/SR 434EASTBOUNDWESTBOUNDSR 419/SR 4340 0 1256 CONTROL Signalized 0 NONE 03:00 PM - 04:00 PM 244 Tuskawilla Rd & SR 419/SR 434 Peak Hour Turning Movement Count Tuskawilla Rd Friday SOUTHBOUND 3/25/2022 2:00 PM - 04:00 PMPEAK HOURSNONE 0 NONE COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 0 00 0 10 0 20 0 30 0 30 0 00 0 10 0 1 19 48 24 0 1124080 0 00 0 0 0000000 0 00 0 0 00000062 735 141582 801 52 181411071551294630 0 00 0 0 0000000 0 00 0 0 000000980 LOCATION:Tuskawilla Rd & SR 419/SR 434 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 22‐130075‐002 Fri, Mar 25, 2022 270 256 Peak‐Hour: 03:00 PM ‐ 04:00 PM 1.5 0.4 1244 64 63 970 2.2 0.0 Peak 15‐Minute: 03:30 PM ‐ 03:45 PM 19 142 109 1.6 2.5Peak Hour Factor 825 0.92 754 2.9 2.5 1.85.3 0.7 2.6 2.7 471 129 159 1.7 0.0 2.5 1479 590 153 1093 2.2 1.4 13 00 00 885 759 1.5 1.6 10 000 03 10 12 000 01 24 19 112 84 804 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 419/SR 434 SR 419/SR 434 TotalUR*LeftThru R*UR*Left 02:00 PM 100 24 31 0 21 38 7 Thru Rgt URgt U R* Left Thru Rgt 681 3077 02:15 PM 129 50 42 0 40 48 39 148 15 20 9 141 103 3 773 3144 02:30 PM 126 29 40 0 34 4 35 164 10 36 0 8 145 89 2 833 3252 02:45 PM 114 23 30 0 136 1 37 144 1082 10 0 13 169 13 3 790 3367 03:00 PM 124 32 41 0 168 112 2 37 18533 53 5 0 12 34787 27 42 0 191 8 2 748 13 2 881 161 111 3 2214 28 4 0 2730 03:30 PM 110 36 40 0 207 159 3 38 18329 38 6 0 2003:15 PM 114 184912 240 181 34 36 0 202 11 3 948 31 1 901 23526 46 4 0 901217 139 4 50 17840 30 5 0 1303:45 PM 123 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 144 168 0 R* Left Thru Rgt U 124 12 4100 Heavy Trucks 12 0 8 8 960 724 16 200 808160 184 24 0 80All Vehicles 496 8324 13244 04012 4 36 Bicycles 0 0 0 0 0 0 0 416Pedestrians 12 4 04 0 00 Stopped Buses Buses 981 Site Code: 22-130075-002 Date: 03/22/2022 Weather: Sunny City: Winter Springs County: Seminole Count Times: 06:30 - 09:00 14:00 - 18:00 Control: Signalized SIGNAL TIMING PHASES 1 2 3 SL/ST 00:23 00:26 00:52 NL/NT/ER 00:29 00:33 00:30 EL/WL 00:21 00:24 00:17 WL/WT 00:16 00:08 00:13 ET/WT 01:13 01:20 01:06 N/S Street: Tuskawilla Rd Speed: 25/45 MPH E/W Street: SR 419/SR 434 Speed: 45 MPH 982 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 17 983 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 18 Policy 1.11.3: (Ord. 2010-18; 10-25-10) a) On-site Mobility Strategies for All Development. The City shall require development to implement mobility strategies to mitigate the respective transportation impacts and to improve mobility within the City. All new development or redevelopment shall provide onsite or access improvements as indicated below, based upon the Zone in which the project is located, as indicated in the column on the right. 984 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 19 b) Net, New Average Daily Trip Generation Mitigation Requirements. In addition to those items specified in Policy 1.11.3a, ensure continued mobility within the City, by requiring proposed development or redevelopment to also provide mobility mitigation credits (for all project phases), based upon the net, new average daily trip generation projected by the project: The developer may sign a development agreement or contract with the City for the provision of the required standards. The mitigation projects listed below and proposed by the developer to satisfy the required mitigation credits shall be subject to final approval by the City. The City may authorize mitigation projects to satisfy the requirements for transportation facilities that are not directly impacted by the proposed development but are deemed priorities of the City‟s transportation system and which contribute to the City‟s overall mobility strategy. In recognition that the mitigation project costs will vary substantially, the City shall adopt a methodology into the land development code that establishes a proportionate and equitable relationship between the cost of the mitigation projects and the number of credits required for mitigation. 985 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 20 c) Mobility Mitigation Project Opportunities. 986 CITY OF WINTER SPRINGS COMPREHENSIVE PLAN MULTIMODAL TRANSPORTATION ELEMENT II - 21 Policy 1.11.4: Revise the land development code related to concurrency administration and proportionate fair share contributions to include funding of mobility strategies within the TCEA in concert with the long term strategies for achieving and funding mobility adopted by Seminole County. (previously Policy 1.11.1; Ord. 2010-18; 10-25-10) Policy 1.11.5: Require that all developments anticipated to generate 300 or more annual average daily trips (AADT) be required to submit a Transportation Impact Analysis. (Cross Reference: See Multimodal Transportation Element, Policy 1.1.6) (previously Policy 1.11.2; Ord. 2010-18; 10- 25-10) Policy 1.11.6: Require new development, regardless of size, to provide operational improvements to the City‟s transportation system to mitigate their impacts on the system, to ensure smooth traffic flow, and to aid in the elimination of hazards. Improvements may include, but are not limited to: providing added connectivity, the addition of turn lanes, deceleration lanes, signage, signals and pavement markings, and contributions to the City's multimodal system. (previously Policy 1.11.3; Ord. 2010-18; 10-25-10) Policy 1.11.7: Require that transportation facilities needed to serve new development are in place, or under actual construction, within 3 years after the approval of a building permit, or its functional equivalent that results in traffic generation. The only exceptions to this policy are those 987 Hickory Grove Townhomes - Multi-Modal Transportation Element Narrative Policy 1.11.3 Zone A a.1) Developer shall build public sidewalks in accordance with city standards along developed property frontage. Connect development to existing or planned sidewalks within 1/8 of a mile. Hickory Grove is surrounded on all four sides by existing roads. There are also existing sidewalks on Bear Springs Drive, Tuskawilla Road and Blumberg Blvd. Hickory Grove will be constructing a new sidewalk on the north side adjacent to the high school access road. It will also remove and replace non-Code conforming sidewalks on Tuskawilla Road and Blumberg Blvd. Thus, after Hickory Grove is developed, Code-compliant sidewalks will exist on all four sides of the project thereby providing and enhancing pedestrian connectivity in every direction. a.2) Provide easement and build cross-access connections between adjacent properties along arterials and utilize shared driveways, except when infeasible. Hickory Grove is surrounded on all four sides by existing roads, none of which is an arterial road. Within Hickory Grove, all townhouse units will have rear-loaded garages along alleys. a.3) Not applicable to Zone A. a.4) Not applicable to Zone A. a.5) Safe and convenient on-site pedestrian circulation such as sidewalks and ADA crosswalks connecting buildings and parking areas at the development. Hickory Grove’s internal circulation relies primarily on a public road network with sidewalks and 11 ADA crosswalks having 22 fully compliant ADA ramps. a.6) Streetscaping/landscaping on the development frontage side of public rights-of-way adjacent to the property and within the project site. Hickory Grove’s streetscape/landscape plans include installation of 467 trees, many along the adjacent public roads. This includes eleven 10-inch caliper Southern Live Oaks along Blumberg Blvd. and Tuskawilla Road. a.7) Sidewalk lighting on the development frontage side of public rights-of-way adjacent to the property and within the project site. Hickory Grove provides sidewalk lighting throughout the development with current designs showing 63 new streetlights. Existing streetlights provide lighting on the public rights-of-way surrounding the proposed development. a.8) Deeding of land or conveyance of required easements within the property, as needed, for future bus rapid transit or other local circulator, in accordance with the City’s adopted Master Plan. Neither bus rapid transit nor another local circulator is planned for the Hickory Grove project site per the City’s adopted Master Plan. 988 a.9) Compact mix of uses which are pedestrian systems shall encourage travel between neighborhoods and access to transit without requiring the use of arterial roadways. Hickory Grove is at the core of the Town Center and its extensive road and sidewalk network encourages travel to numerous, adjacent facilities like the Cross Seminole Trail, Publix, City Hall, the high school, etc., all without use of an automobile, let alone an arterial road. a.10) Roadways, bikeways, and pedestrian systems shall encourage travel between neighborhoods and access to transit without requiring the use of arterial roadways. Hickory Grove is at the core of the Town Center and, its extensive road and sidewalk network, as well as its on-site bicycle facilities, encourages travel to numerous, adjacent facilities like the Cross Seminole Trail, Publix, City Hall, the high school, etc., all without use of an automobile, let alone an arterial road. a.11) Deeding of land or conveyance of required easements along the developed property frontage to the city, as required, and the construction of on-street parking. Not required if it would render the property unusable for development. Hickory Grove’s internal, public road totaling 2.10 acres of land will be dedicated to the City via plat. The road is designed as a “neighborhood street” providing ninety (90) on-street parking spaces. Additional on-street parking is already available on Bear Springs Drive, Tuskawilla Road, and Blumberg Avenue, therefore no additional deeding or conveyance of easements along the “property frontage” is feasible or necessary. a.12) Through streets in new development areas spaced no more than ½ mile apart. Hickory Grove meets this design standard. a.13) Provisions of bus shelter and associated amenities provided for developments with greater than 200 residential units or commercial developments projected to generate more than 1500 ADT. Hickory Grove is a residential townhouse project with just 132 units. Therefore, this Code section is not applicable. Policy 1.11.3.b The Net New Average Daily Trip Generation of the project is 921 trips putting the proposed project in Level 1 of the Policy 1.11.3.b table requiring one (1) mobility credit. Hickory Grove is actually providing three (3) credits. Policy 1.11.3.c AADT Mitigation Opportunities 14. Public sidewalks in priority areas as identified by the City, where no sidewalks exist, particularly within 1/2 mile of attractors including fixed transit lines or widening of existing public sidewalks in priority areas to increase pedestrian mobility and safety. (2 Credits provided) Hickory Grove is surrounded on all four sides by existing roads. There are also existing sidewalks on Bear Springs Drive, Tuskawilla Road and Blumberg Blvd. Hickory Grove will be constructing a new sidewalk on the north side adjacent to the high school access road resulting in one (1) credit. It will also remove and replace the City’s non-Code conforming sidewalks on Tuskawilla Road and Blumberg Blvd resulting in one (1) credit. 989 15. Additional bicycle facilities over the minimum required by the land development code. Additional bicycle parking may be used to substitute for required motorized vehicle parling if lockers/showers provided. (1 Credit provided) Hickory Grove is providing ten (10) bicycle spaces, all of which exceeds the minimum required. These spaces result in one (1) credit. In conclusion, Hickory Grove is providing three (3) multimodal credit to satisfy its obligation to provide one (1) credit per Policy 1.11.3. 990 David A. Stokes, P.E. #66527 Certificate of Authorization No. CA-0007723 Documents included herein which have been prepared by professionals other than Madden, Moorhead, and Stokes, LLC. are not covered under the above registered engineer’s signature and seal Stormwater Report for Hickory Grove Townhomes Prepared by: Madden, Moorhead, & Stokes, LLC. 431 E. Horatio Avenue, Suite 260 Maitland, FL 32751 June, 2021 Revised April, 2022 991 Table of Contents Introduction Existing Conditions Proposed Conditions Stormwater Management Criteria 100-Year Floodplain Tailwater Discussion Vertical Datum Exhibits Location Map Aerial Photograph Soils Map Quad Map Flood Map Appendices A Pre/Post Comparison Summaries B Pre-Development Basin Map C Pre-Development Hydrology Calculations D Pre-Development ICPR Input Report E Pre-Development ICPR Basin Report F Post-Development Basin and Estimated Seasonal High Water Table Maps G Post-Development Hydrology Calculations H Post-Development ICPR Node Diagram I Post-Development ICPR Input Report J Post-Development ICPR Basin Report K Post-Development ICPR Node Max Report L Nutrient Loading Computations (BMP Trains) 992 Introduction The proposed project, Hickory Grove is a proposed townhome project in the City of Winter Springs , Florida. The project is located north of Blumberg Blvd and west of Tuskawilla. The development consists of 132 single family townhome units. The analysis provided in this report supports that the proposed project is in compliance with the stormwater management requirements of the SJRWMD and City of Winter Springs. Existing Conditions The proposed site is undeveloped and wooded. The west portion of the subject property was not previously accounted for in the existing master system for water quality or attenuation. The east portion of the project flows was accounted for in the master system for attenuation. The east side of the project flows northeast to an existing inlet, which is part of the master system. Therefore, in the pre-development condition, only the east portion of the property (Basin PRE EAST) is accounted for in calculating the Pre-Development flows. Proposed Conditions The proposed development consists of a total of five basins and ponds. Three dry ponds, and two wet ponds are used on this project to provide water quality and attenuation. The internal ponds are interconnecting, with the final outfall from the control structure in Wet Pond 4. Each dry pond has its own control structure to ensure water quality for each basin is met within its own pond before flowing to the next pond. Ultimate discharge is via Wet Pond 4 and connects to the existing drainage inlet at the northeast corner of the project. Due to the project impervious percentage, the design storms are the 25-year/24-hour and Mean Annual events. Please refer to the appendices enclosed for summaries, basin maps, hydrology calculations, and ICPR input and routing data. Stormwater Management Criteria Pollution Abatement Volume: Wet Pond: In accordance with the SJRWMD design criteria, the pollution abatement volume criteria is 2.5” over the impervious areas or 1” over the entire area, whichever is greater. Dry Pond: In accordance with the SJRWMD design criteria, the water quality volume is the greater of ½” over the total basin, or 1.25” over the impervious area, plus an additional ½” over the total basin area. Attenuation: SJRWMD: The post development maximum rate of discharge cannot exceed the Pre-Development maximum rate for the 25yr/24hr storm event and Mean Annual storm event. Wet Pond Drawdown: SJRWMD: No more than half the treatment volume shall be discharged in the first 24-30 hours after the storm event. Permanent Pool Volume: SJRWMD: The permanent pool shall be sized to provide at least a 14-day average residence time during the wet season (June - October). As an option to maintaining a littoral zone an additional 50% of the appropriate permanent pool volume is required. 100-Year Floodplain The project site is not located within a flood zone per FEMA FIRM current map revision for this area. 993 Tailwater Discussion The tailwater elevation used for this analysis was the existing inlet at the northeast corner of the project site. The downstream invert of the 18”x12” ERCP is 29.72 (crown 30.72). The model assumes that the downstream inlet will have a peak stage of 31.72 (existing rim elevation) at hour 12. Nutrient Analysis The nutrient analysis was modeled using BMP Trains. The nutrient treatment calculations are located in Appendix N. Vertical Datum All elevations provided are referenced to the North American Vertical Datum of 1988 (NAVD88). 994 EXHIBITS 995 SITE Michigan St Lake Jessup Island Lake 996 SITE 997 SITE SR 4 2 4 TUSCAWILLA ROAD998 999 Lake Jesup 1000 SITE 1001 1002 Appendix A Pre/Post Comparison Summaries 1003 Appendix B Pre-Development Basin Map 1004 16 16 8' FLORIDA POWER EASEMENTORB 951, PG 1569108' FLORIDA POWER EASEMENT ORB 951, PG 156910 LOT 5 PB 69, P G 9 6 LOT 6 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 LOT 2 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 LOT 2 WINTER SPRINGS TOWN CENTER PB 64, PG 64 LOT 1WINTER SPRINGS TOWNCENTER - A REPLATPB 69, PG 96XXXXXX X X X D D D D D D D D D D DDD D DDDDDDS SSSSSSSS18" RCP 18" RCP 18" RCP18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RC PSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVCSDO18" RCP (PEP)SDO24" RCP (PEP)SDOW (PEP) W (PEP) W (PE P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)LINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M W ( P E P ) W ( P E P ) W ( P E P ) W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A 10'x12.1' SHED 81.7'2.6' 4.2' LOT 1 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPW ( P E P ) W ( P E P ) D D D D DD12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDOD 36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C S D O 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A ORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASEMENT 1 15' ACCESS ESMT ORB 4056, PG 428 D D D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 106415' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 16 D GVFHDD DDS PC DDD D D FH PC IVIVCO CO COCOCOCO CO CO D D DDDTV D TR S TRS D PC PC PC PC3 5 4 0 45333 4 3 6 3 7 38 3 9 4 1 42434446484746 46 47 47 4 6 3535323334353531313736 37383940454142434446474848 484748484748494949 49 47 48 48 4747 47484847 47 47 1"= 60' PREPROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1005 Appendix C Pre-Development Hydrology Calculations 1006 HICKORY GROVE Predevelopment Hydrology Analyzed: 11/24/21 BASIN PRE-EAST 7.92 Ac Imperv. Hydric Area Area Land Use/Vegetation Group CN (Ac.) (Ac.) CN * Area Impervious Area 98 0.22 0.22 21.6 Pervious Area (Woods Goo A 39 5.43 211.8 Pervious Area (Woods Goo D 80 2.27 - 181.6 TOTAL AREA 7.92 0.22 414.9 CN = 52 Sheet Flow Total flow length = 300 Ft Manning's n 0.3 Flow length = 300 Ft 2 yr/24 hour rainfall = 4.5 In Start elevation = 48 Ft End elevation = 45 Ft Slope = 0.010 Ft/Ft Tt =0.76 Hr Shallow Concentrated Flow Flow length = 0 Ft Start elevation = 45 Ft End elevation = 33 Ft Slope = 0.000 Ft/Ft Average Velocity = 2.6 Ft/Sec. Tt =0.000 Hr Time of Concentration = 0.76 Total Time of Concentration = 45.7 Min. 1007 Appendix D Pre-Development ICPR Input Report 1008 Hickory Grove Pre-Development Input Report H:\Data\20071\Stormwater\ICPR\Predevelopment ICPR\1 11/24/2021 14:23 Simple Basin: PRE-EAST Scenario:Scenario1 Node: Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:45.7000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH256 Peaking Factor:256.0 Area:7.9200 ac Curve Number:52.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simulation: PRE 25-24 Scenario:Scenario1 Run Date/Time:11/24/2021 2:21:19 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 1009 Hickory Grove Pre-Development Input Report H:\Data\20071\Stormwater\ICPR\Predevelopment ICPR\2 11/24/2021 14:23 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:8.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: PRE MA-24 Scenario:Scenario1 Run Date/Time:11/24/2021 2:21:25 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] 1010 Hickory Grove Pre-Development Input Report H:\Data\20071\Stormwater\ICPR\Predevelopment ICPR\3 11/24/2021 14:23 Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area 100 ft2 1011 Hickory Grove Pre-Development Input Report H:\Data\20071\Stormwater\ICPR\Predevelopment ICPR\4 11/24/2021 14:23 (1D): Energy Switch (1D):Energy Comment: 1012 Appendix E Pre-Development ICPR Basin Report 1013 Hickory Grove Pre-Development Basin Report H:\Data\20071\Stormwater\ICPR\Predevelopment ICPR\1 11/24/2021 14:22 Simple Basin Runoff Summary [Scenario1] Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA PRE-EAST PRE 25-24 6.56 12.5833 8.50 2.79 7.9200 52.0 0.00 0.00 PRE-EAST PRE MA-24 0.97 12.7667 4.50 0.59 7.9200 52.0 0.00 0.00 1014 Appendix F Post-Development Basin and Estimated Seasonal High Water Table Maps 1015 LOT 5 PB 69, P G 9 6 LOT 6 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 LOT 2 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 LOT 2 WINTER SPRINGS TOWN CENTER PB 64, PG 64 LOT 1WINTER SPRINGS TOWNCENTER - A REPLATPB 69, PG 96XXXXXX X X X S SSSSSSSS8" PVC6" PVC 6" PVC 8" PVC8" PVC8" PVCSDOW (PEP) W (PEP) W (P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)LINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M W ( P E P )W ( P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A LOT 1 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 W ( P E P )W ( P E P ) 1 0 " P V C S D O 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A ORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = GVFH S FH IVIVCO COCOCOCOCO CO CO TV TR S TRS LOT 5 PB 69, P G 9 6 LOT 6 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 LOT 2 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 LOT 2 WINTER SPRINGS TOWN CENTER PB 64, PG 64 LOT 1WINTER SPRINGS TOWNCENTER - A REPLATPB 69, PG 96XXXXXX X X X S SSSSSSSS8" PVC6" PVC 6" PVC 8" PVC8" PVC8" PVCSDOW (PEP) W (PEP) W (P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)LINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M W ( P E P )W ( P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A LOT 1 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69, PG 96 W ( P E P )W ( P E P ) 1 0 " P V C S D O 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A ORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = GVFH S FH IVIVCO COCOCOCOCO CO CO TV TR S TRSBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANEENTRANCE TO WINTER SPRINGS HIGH SCHOOL 1"= 60' POSTPROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1016 GV3 5 4 0 4533 3 4 3 6 3 7 38 3 9 4 1 42434446484746 46 47 47 4 6 3535323334353531313736 373839404541424344464748484748484748494949 49 47 48 48 4747 47484847 47 47 20071 26 20 30 ESHWT EXHIBIT 1" = 100' 10/08/2021 WZ WZ 1017 Appendix G Post-Development Hydrology Calculations 1018 HICKORY GROVE Postdevelopment Hydrology Analyzed: 4/1/22 BASIN POST-1 6.36 Ac Hydric Area Area Land Use/Vegetation Group CN (Ac.)(Ac.)CN * Area Impervious- Buildings - 98 2.11 2.11 206.8 Impervious- Pavement/SW - 98 2.18 2.18 214.1 Pond bottom - 100 0.27 - 27.0 Pervious A 39 1.79 - 69.8 TOTAL AREA 6.36 4.29 517.7 CN = 81.5 Water Quality Treatment: Greater of: 0.5" x Total Area = 0.265 AcFt 1.25" x Impervious Area = 0.447 AcFt <<Governs plus: 0.5" x Total Area = 0.265 AcFt Required Treatment Volume = 0.712 AcFt Pond 1 Stage-Storage from Bottom to Top Stage Area Volume Ft Ac AcFt 42 0.273 0.00 43 0.318 0.30 44 0.364 0.34 45 0.411 0.39 46 0.459 0.44 47 0.509 0.48 47.25 0.572 0.14 Elevation at Required Treatment Volume = 44.20 Ft Provided Weir Elevation = 45.00 Ft Area at Provided Weir Elevation = 0.411 Ac Provided Treatment Volume = 1.02 AcFt Retention Depth for BMP Trains = 1.93 In 2.08 1.02 1.94 Cum. Storage AcFt 0.00 0.30 0.64 1.46 1019 HICKORY GROVE Postdevelopment Hydrology Analyzed: 4/1/22 BASIN POST-2 = 1.72 Ac Hydric Area Area Land Use/Vegetation Group CN (Ac.) (Ac.) CN * Area Impervious- Buildings - 98 0.71 0.71 69.2 Impervious- Pavement/SW - 98 0.49 0.49 48.0 Pond water surface - 100 0.04 - 4.0 Pervious A 39 0.48 - 18.9 TOTAL AREA 1.72 1.20 140.1 CN = 81.4 Water Quality Treatment: Greater of: 0.5" x Total Area = 0.072 AcFt 1.25" x Impervious Area = 0.125 AcFt <<Governs plus: 0.5" x Total Area = 0.072 AcFt Treatment Volume = 0.196 AcFt Pond 2 Stage-Storage from Bottom to Top Stage Area Volume Ft Ac AcFt 42 0.042 0.00 43 0.062 0.05 44 0.095 0.08 45 0.132 0.11 46 0.171 0.15 47 0.213 0.19 Elevation at Treatment Volume = 44.58 Ft Provided Weir Elevation = 45.00 Ft Retention Depth for BMP Trains = 1.70 In 0.24 0.59 Cum. Storage AcFt 0.00 0.05 0.13 0.40 1020 HICKORY GROVE Postdevelopment Hydrology Analyzed: 4/1/22 BASIN POST-3 = 0.82 Ac Hydric Area Area Land Use/Vegetation Group CN (Ac.) (Ac.) CN * Area Impervious- Buildings - 98 0.19 0.19 18.5 Impervious- Pavement/SW - 98 0.24 0.24 23.5 Pond water surface - 100 0.06 - 6.0 Pervious A 39 0.33 - 12.9 TOTAL AREA 0.82 0.43 61.0 CN = 74.3 Water Quality Treatment: Greater of: 0.5" x Total Area = 0.034 AcFt 1.25" x Impervious Area = 0.045 AcFt <<Governs plus: 0.5" x Total Area = 0.034 AcFt Treatment Volume = 0.079 AcFt Pond 3 Stage-Storage from Bottom to Top Stage Area Volume Ft Ac AcFt 39 0.062 0.00 40 0.087 0.07 41 0.116 0.10 42 0.148 0.13 43 0.182 0.16 44 0.198 0.19 Elevation at Treatment Volume = 40.04 Ft Provided Weir Elevation = 42.00 Ft Retention Depth for BMP Trains = 4.51 In 0.31 0.66 Cum. Storage AcFt 0.00 0.07 0.18 0.47 1021 HICKORY GROVE Postdevelopment Hydrology Analyzed: 4/1/22 BASIN POST-4 = 1.57 Ac Hydric Area Area Land Use/Vegetation Group CN (Ac.) (Ac.) CN * Area Impervious- Buildings - 98 0.18 0.18 17.6 Impervious- Pavement/SW - 98 0.57 0.57 56.0 Pond water surface - 100 0.41 - 40.9 Pervious D 80 0.41 - 32.5 TOTAL AREA 1.57 0.75 147.0 Basin impervious percentage = 47.9% CN = 93.9 Water Quality Treatment: 1" x Total Area = 0.130 AcFt 2.5" x Impervious Area = 0.156 AcFt <<Governs Treatment Volume = 0.156 AcFt 1/2 Treatment Volume = 0.078 AcFt Permanent Pool Calculations: Drainage area to pond = 1.16 Ac. Runoff coef. = 0.65 Wet season rainfall depth = 32 in. Minimum residence time = 21 days Length of wet season = 153 days Conversion factor = 12 in./ft. Minimum PPV required = 0.28 AcFt Flow Rate = 0.013 AcFt/Day Actual Residence Time = 203 Days Pond 4 Stage-Storage from Bottom to NWL Stage Area Volume Ft Ac. AcFt 24 0.155 0.00 26 0.201 0.36 28 0.249 0.45 30 0.300 0.55 32 0.409 1.32 Stage-Storage from NWL to Top Stage Area Volume Ft Ac. AcFt 32 0.409 0.00 33 0.468 0.44 34 0.528 0.50 35 0.556 0.54 36 0.591 0.57 Elevation at Treatment Volume = 32.36 Ft Elevation at 1/2 Treatment Volume = 32.18 Ft Provided Weir Elevation = 32.83 Ft Area at Provided Weir Elevation = 0.458 Ac Provided Treatment Volume = 0.36 AcFt Retention Depth for BMP Trains = 2.76 In 0.00 1.35 Cum. Storage AcFt 0.44 0.94 1.48 0.00 2.05 Cum. Storage AcFt 0.36 0.81 2.67 1022 HICKORY GROVE Postdevelopment Hydrology Analyzed: 4/1/22 BASIN POST-5 = 1.83 Ac Hydric Area Area Land Use/Vegetation Group CN (Ac.) (Ac.) CN * Area Impervious- Buildings - 98 0.81 0.81 79.8 Impervious- Pavement/SW - 98 0.35 0.35 34.5 Pond water surface - 100 0.19 - 18.6 Pervious D 80 0.48 - 38.6 TOTAL AREA 1.83 1.17 171.4 Basin impervious percentage = 63.6% CN = 93.5 Water Quality Treatment 1" x Total Area = 0.150 AcFt 2.5" x Impervious Area = 0.243 AcFt <<Governs Treatment Volume = 0.243 AcFt 1/2 Treatment Volume = 0.121 AcFt Permanent Pool Calculations Drainage area to pond = 1.65 Ac. Runoff coef. = 0.70 Wet season rainfall depth = 32 in. Minimum residence time = 21 days Length of wet season = 153 days Conversion factor = 12 in./ft. Minimum PPV required = 0.42 AcFt Flow Rate = 0.020 AcFt/Day Actual Residence Time = 42 Days Pond 5 Stage-Storage from Bottom to NWL Stage Area Volume Ft Ac. AcFt 24 0.052 0.00 26 0.073 0.13 28 0.098 0.17 30 0.125 0.22 32 0.186 0.31 Stage-Storage from NWL to Top Stage Area Volume Ft Ac. AcFt 32 0.186 0.00 33 0.220 0.20 34 0.257 0.24 35 0.275 0.27 36 0.299 0.29 Elevation at Treatment Volume = 33.17 Ft Elevation at 1/2 Treatment Volume = 32.60 Ft Provided Weir Elevation = 33.50 Ft Area at Provided Weir Elevation = 0.238 Ac Provided Treatment Volume = 0.32 AcFt Retention Depth for BMP Trains = 2.08 In Cum. Storage AcFt 0.13 0.30 0.52 0.00 0.83 Cum. Storage AcFt 0.00 0.20 0.44 0.71 0.99 1023 HICKORY GROVE Postdevelopment Hydrology Analyzed: 4/1/22 THIS SHEET IS FOR THE COMBINED WET POND CALCULATIONS SINCE THE PONDS ARE EQUALIZED WITH A OUTFALL STRUCTURE LOCATED IN WET POND-4 BASIN POST-4 1.57 BASIN POST-5 1.83 3.40 Hydric Area Area Land Use/Vegetation Group CN (Ac.) (Ac.) CN * Area Impervious- Buildings - 98 1.19 1.19 116.6 Impervious- Pavement/SW - 98 0.85 0.85 83.3 Pond water surface - 100 0.60 - 59.5 Pervious D 80 0.76 - 61.2 TOTAL AREA 3.40 2.04 320.6 Water Quality Treatment: Water Quality Basin Post-4 0.156 AcFt Water Quality Basin Post-5 0.243 AcFt Treatment Volume = 0.399 AcFt Permanent Pool Calculations Drainage area to pond = 2.80 Ac. Runoff coef. = 0.71 Wet season rainfall depth = 32 in. Minimum residence time = 21 days Length of wet season = 153 days Conversion factor = 12 in./ft. Minimum PPV required = 0.73 AcFt Flow Rate = 0.035 AcFt/Day Actual Residence Time = 83 Days Pond 4 & 5 Stage-Storage from Bottom to NWL Stage Area Volume Ft Ac. AcFt 24 0.21 0.00 26 0.27 0.48 Mean Depth = 4.41 Ft 28 0.35 0.62 Elevation at PAV = 32.62 Ft 30 0.42 0.77 1/2 PAV Volume = 0.20 AcFt 32 0.60 1.02 Elevation at 1/2 PAV =32.31 Ft Stage-Storage from NWL to Top Stage Area Volume Ft Ac. AcFt 32 0.60 0.00 33 0.69 0.64 34 0.79 0.74 35 0.83 0.81 36 0.89 0.86 Elevation at Pre-Treatment Volume = 32.62 Ft Elevation at 1/2 Treatment Volume = 32.31 Ft Provided Weir Elevation = 33.58 Ft Area at Provided Weir Elevation = 0.744 Ac Provided Treatment Volume = 1.06 AcFt Retention Depth for BMP Trains = 3.73 In Cum. Storage AcFt 0.48 1.10 1.87 0.00 2.89 Cum. Storage AcFt 0.00 0.64 1.38 2.19 3.05 1024 Appendix H Post-Development ICPR Node Diagram 1025 Hickory Grove Townhomes Post-Development Node Diagram H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\1 4/1/2022 20:18 Background Image: Post 1026 Appendix I Post-Development ICPR Input Report 1027 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\1 4/1/2022 19:34 Simple Basin: POST 1 Scenario:Scenario1 Node:POND 1 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:6.3600 ac Curve Number:81.5 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST 2 Scenario:Scenario1 Node:POND 2 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.7200 ac Curve Number:81.4 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST 3 Scenario:Scenario1 Node:POND 3 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min 1028 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\2 4/1/2022 19:34 Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.8200 ac Curve Number:74.3 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST 4 Scenario:Scenario1 Node:POND 4 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.5700 ac Curve Number:93.9 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST 5 Scenario:Scenario1 Node:POND 5 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.8300 ac Curve Number:93.5 1029 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\3 4/1/2022 19:34 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Node: POND 1 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:42.00 ft Warning Stage:47.25 ft Stage [ft]Area [ac]Area [ft2] 42.00 0.2730 11892 43.00 0.3180 13852 44.00 0.3640 15856 45.00 0.4110 17903 46.00 0.4590 19994 47.00 0.5090 22172 47.25 0.5720 24916 Comment: Node: POND 2 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:42.00 ft Warning Stage:47.00 ft Stage [ft]Area [ac]Area [ft2] 42.00 0.0420 1830 43.00 0.0620 2701 44.00 0.0950 4138 45.00 0.1320 5750 46.00 0.1710 7449 47.00 0.2130 9278 Comment: 1030 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\4 4/1/2022 19:34 Node: POND 3 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:39.00 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 39.00 0.0620 2701 40.00 0.0870 3790 41.00 0.1160 5053 42.00 0.1480 6447 43.00 0.1820 7928 44.00 0.1980 8625 Comment: Node: POND 4 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:32.00 ft Warning Stage:36.00 ft Stage [ft]Area [ac]Area [ft2] 32.00 0.4090 17816 33.00 0.4680 20386 34.00 0.5280 23000 35.00 0.5560 24219 36.00 0.5910 25744 Comment: Node: POND 5 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:32.00 ft Warning Stage:36.00 ft Stage [ft]Area [ac]Area [ft2] 32.00 0.1860 8102 33.00 0.2200 9583 34.00 0.2570 11195 1031 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\5 4/1/2022 19:34 Stage [ft]Area [ac]Area [ft2] 35.00 0.2750 11979 36.00 0.2990 13024 Comment: Node: TAILWATER Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs Initial Stage:30.72 ft Warning Stage:31.72 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 30.72 0 0 0 12.0000 31.72 0 0 0 15.0000 31.72 0 0 0 360.0000 30.72 Comment: Drop Structure Link: DS 1 Scenario:Scenario1 From Node:POND 1 To Node:POND 2 Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:362.00 ft FHWA Code:0 Entr Loss Coef:0.50 Exit Loss Coef:1.00 Bend Loss Coef:0.50 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:41.00 ft Invert:40.12 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:3.00 ft Max Depth:3.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Bottom Clip Default:0.00 ft 1032 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\6 4/1/2022 19:34 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Rectangular Invert:45.00 ft Control Elevation:45.00 ft Max Depth:1.30 ft Max Width:8.24 ft Fillet:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: (1) 4.08'x1.30' weir & (2) 2.08'x1.30' weirs Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:46.30 ft Control Elevation:46.30 ft Max Depth:3.08 ft Max Width:4.08 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Type D Drop Structure Comment: Drop Structure Link: DS 2 Scenario:Scenario1 From Node:POND 2 To Node:POND 3 Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:128.00 ft FHWA Code:0 Entr Loss Coef:0.50 Exit Loss Coef:1.00 Upstream Pipe Downstream Pipe Invert:40.00 ft Invert:39.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: 1033 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\7 4/1/2022 19:34 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Rectangular Invert:45.00 ft Control Elevation:45.00 ft Max Depth:1.00 ft Max Width:5.83 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: (1) 1.83'x1.00' weir & (2) 2.00'x1.00' weirs Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:46.00 ft Control Elevation:46.00 ft Max Depth:2.00 ft Max Width:3.08 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Type C Drop Structure Comment: Drop Structure Link: DS 3 Scenario:Scenario1 From Node:POND 3 To Node:POND 4 Link Count:1 Flow Direction:Both Solution:Combine Upstream Pipe Downstream Pipe Invert:39.00 ft Invert:26.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft 1034 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\8 4/1/2022 19:34 Increments:0 Pipe Count:1 Damping:0.0000 ft Length:200.00 ft FHWA Code:0 Entr Loss Coef:0.50 Exit Loss Coef:1.00 Bend Loss Coef:0.25 Bend Location:0.00 dec Energy Switch:Energy Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Rectangular Invert:42.00 ft Control Elevation:42.00 ft Max Depth:1.25 ft Max Width:4.08 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: (1) 1.58'x1.25' weir & (2) 1.25'x1.04' weirs Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:43.25 ft Control Elevation:43.25 ft Max Depth:2.00 ft Max Width:3.08 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Type C Drop Structure Comment: 1035 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\9 4/1/2022 19:34 Drop Structure Link: DS 4 Scenario:Scenario1 From Node:POND 4 To Node:TAILWATER Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:40.00 ft FHWA Code:0 Entr Loss Coef:0.50 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:30.00 ft Invert:29.72 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:1.25 ft Max Depth:1.25 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: 15" circular pipe area is equivalent to the area of 12"x18" elliptical pipe Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Rectangular Invert:33.58 ft Control Elevation:33.58 ft Max Depth:1.72 ft Max Width:0.75 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: 0.75'x1.72' weir Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:35.30 ft Control Elevation:35.30 ft Max Depth:2.00 ft Max Width:3.08 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: 1036 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\10 4/1/2022 19:34 Weir Comment: Type C Drop Structure Comment: Pipe Link: Equalizer Scenario:Scenario1 From Node:POND 5 To Node:POND 4 Link Count:2 Flow Direction:Both Damping:0.0000 ft Length:100.00 ft FHWA Code:0 Entr Loss Coef:0.50 Exit Loss Coef:0.50 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:28.00 ft Invert:28.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:24.00 ft Max Depth:24.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Simulation: 010-24 Scenario:Scenario1 Run Date/Time:4/1/2022 4:24:56 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 1037 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\11 4/1/2022 19:34 Year Month Day Hour [hr]Time Increment [min] 0 0 0 11.0000 5.0000 0 0 0 14.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 14.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:7.00 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: 025-24 1038 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\12 4/1/2022 19:34 Scenario:Scenario1 Run Date/Time:4/1/2022 4:25:04 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 14.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 14.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr 1039 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\13 4/1/2022 19:34 Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:8.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: 100-24 Scenario:Scenario1 Run Date/Time:4/1/2022 4:25:14 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 14.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 1040 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\14 4/1/2022 19:34 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 14.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:11.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: MA Scenario:Scenario1 Run Date/Time:4/1/2022 4:25:23 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal 1041 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\15 4/1/2022 19:34 Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 13.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 0 0 0 11.0000 5.0000 0 0 0 13.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft 1042 Hickory Grove Townhomes Post-Development Input Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\16 4/1/2022 19:34 Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: 1043 Appendix J Post-Development ICPR Basin Report 1044 Hickory Grove Townhomes Post-Development Basin Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\1 4/1/2022 19:35 Simple Basin Runoff Summary [Scenario1] Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac] Equivalent Curve Number % Imperv % DCIA POST 1 010-24 25.13 12.0667 7.00 4.87 6.3600 81.5 0.00 0.00 POST 1 025-24 32.07 12.0667 8.50 6.29 6.3600 81.5 0.00 0.00 POST 1 100-24 45.89 12.0500 11.50 9.18 6.3600 81.5 0.00 0.00 POST 1 MA 13.64 12.0667 4.50 2.60 6.3600 81.5 0.00 0.00 POST 2 010-24 6.78 12.0667 7.00 4.86 1.7200 81.4 0.00 0.00 POST 2 025-24 8.66 12.0667 8.50 6.28 1.7200 81.4 0.00 0.00 POST 2 100-24 12.40 12.0500 11.50 9.17 1.7200 81.4 0.00 0.00 POST 2 MA 3.68 12.0667 4.50 2.59 1.7200 81.4 0.00 0.00 POST 3 010-24 2.76 12.0667 7.00 4.08 0.8200 74.3 0.00 0.00 POST 3 025-24 3.65 12.0667 8.50 5.42 0.8200 74.3 0.00 0.00 POST 3 100-24 5.43 12.0667 11.50 8.20 0.8200 74.3 0.00 0.00 POST 3 MA 1.35 12.0833 4.50 2.00 0.8200 74.3 0.00 0.00 POST 4 010-24 7.39 12.0500 7.00 6.29 1.5700 93.9 0.00 0.00 POST 4 025-24 9.04 12.0500 8.50 7.78 1.5700 93.9 0.00 0.00 POST 4 100-24 12.34 12.0500 11.50 10.78 1.5700 93.9 0.00 0.00 POST 4 MA 4.61 12.0500 4.50 3.81 1.5700 93.9 0.00 0.00 POST 5 010-24 8.58 12.0500 7.00 6.24 1.8300 93.5 0.00 0.00 POST 5 025-24 10.51 12.0500 8.50 7.73 1.8300 93.5 0.00 0.00 POST 5 100-24 14.36 12.0500 11.50 10.73 1.8300 93.5 0.00 0.00 POST 5 MA 5.33 12.0500 4.50 3.77 1.8300 93.5 0.00 0.00 1045 Appendix K Post-Development ICPR Node Max Report 1046 Hickory Grove Townhomes Post-Development Node Maximum Report H:\Data\20071\Stormwater\ICPR\Postdevelopment ICPR - Equal\1 4/1/2022 19:38 Node Max Conditions w/ Times [Scenario1] Node Name Sim Name Warning Stage [ft] Max Stage [ft] Min/Max Delta Stage [ft] Max Total Inflow [cfs] Max Total Outflow [cfs] Max Surface Area [ft2] Time to Max Stage [hr] Time to Min/Max Delta Stage [hr] Time to Max Total Inflow [hr] Time to Max Total Outflow [hr] POND 1 010-24 47.25 45.79 0.0010 26.30 7.54 19560 12.5085 11.9509 12.0999 12.5164 POND 1 025-24 47.25 46.30 0.0010 32.07 13.64 20648 12.4006 11.7670 12.0666 12.4151 POND 1 100-24 47.25 47.31 0.0010 45.89 20.47 24916 12.3826 11.7055 12.0500 12.3327 POND 1 MA 47.25 45.13 0.0010 13.64 0.57 18180 16.6443 12.2951 12.0667 16.6287 POND 2 010-24 47.00 45.64 0.0010 10.04 9.59 6840 12.5032 7.2444 12.3814 12.5032 POND 2 025-24 47.00 45.96 0.0010 17.86 17.46 7375 12.3864 11.2453 12.3128 12.3868 POND 2 100-24 47.00 46.72 0.0010 31.07 25.78 8772 12.3917 6.4703 12.1040 12.4085 POND 2 MA 47.00 45.11 0.0010 3.68 0.73 5945 16.6530 11.9260 12.0667 16.6530 POND 3 010-24 44.00 42.76 0.0010 10.53 8.64 7572 12.7897 12.2024 12.4584 12.7897 POND 3 025-24 44.00 43.21 0.0010 19.25 17.28 8071 12.5448 12.2342 12.3498 12.5448 POND 3 100-24 44.00 43.54 0.0010 29.52 28.56 8304 12.3370 11.8938 12.0633 12.3370 POND 3 MA 44.00 42.13 0.0010 1.35 0.62 6641 19.6277 17.5802 12.0833 19.6277 POND 4 010-24 36.00 34.65 0.0010 10.52 4.08 25936 15.6709 13.1478 12.0501 16.1297 POND 4 025-24 36.00 35.29 0.0010 19.72 6.46 26872 14.2082 12.4164 12.5026 12.7434 POND 4 100-24 36.00 36.13 0.0010 35.99 19.07 28016 13.2824 12.1915 12.2089 12.7956 POND 4 MA 36.00 33.74 0.0008 6.57 0.23 24356 25.6943 19.4693 12.0504 19.7527 POND 5 010-24 36.00 34.65 -0.0010 8.58 4.37 13850 15.5710 19.3066 12.0501 16.7883 POND 5 025-24 36.00 35.29 -0.0010 10.51 7.38 14492 14.1376 27.1415 12.0500 15.8185 POND 5 100-24 36.00 36.13 -0.0010 15.73 8.81 15296 13.2895 27.9770 12.1585 15.1071 POND 5 MA 36.00 33.74 0.0008 5.33 1.96 12816 25.8443 19.4610 12.0501 12.0507 TAILWATER 010-24 31.72 31.72 0.0007 2.64 0.00 0 12.0001 0.7194 15.4990 0.0000 TAILWATER 025-24 31.72 31.72 0.0007 5.38 0.00 0 12.0001 0.7194 14.2217 0.0000 TAILWATER 100-24 31.72 31.72 0.0007 17.69 0.00 0 12.0000 0.7194 13.2801 0.0000 TAILWATER MA 31.72 31.72 0.0007 0.15 0.00 0 12.0001 0.7194 25.7527 0.0000 1047 Appendix L Nutrient Loading Computations (BMP Trains) 1048 Complete Report (not including cost) Ver 4.3.1 Project: Hickory Grove Date: 4/1/2022 3:36:33 PM Site and Catchment Information Analysis: Net Improvement Catchment Name Pond 1 Pond 2 Pond 3 Ponds 4_5 Rainfall Zone Florida Zone 2 Florida Zone 2 Florida Zone 2 Florida Zone 2 Annual Mean Rainfall 50.50 50.50 50.50 50.50 Pre-Condition Landuse Information Landuse Agricultural - General: TN=2.800 TP=0.487 Undeveloped - Mesic Flatwoods: TN=1.09 TP=0.043 Single-Family: TN=2.070 TP=0.327 Area (acres) 6.46 4.15 1.69 0.00 Rational Coefficient (0- 1) 0.03 0.00 0.02 0.00 Non DCIA Curve Number 57.00 30.00 51.00 29.90 DCIA Percent (0-100) 0.00 0.00 0.00 0.00 Nitrogen EMC (mg/l) 2.800 1.090 2.070 0.000 Phosphorus EMC (mg/l) 0.487 0.043 0.327 0.000 Runoff Volume (ac-ft/yr) 0.685 0.035 0.117 0.000 Groundwater N (kg/yr) 0.000 0.000 0.000 0.000 Groundwater P (kg/yr) 0.000 0.000 0.000 0.000 1049 Nitrogen Loading (kg/yr) 2.365 0.047 0.298 0.000 Phosphorus Loading (kg/yr) 0.411 0.002 0.047 0.000 Post-Condition Landuse Information Landuse Single-Family: TN=2.070 TP=0.327 Single-Family: TN=2.070 TP=0.327 Single-Family: TN=2.070 TP=0.327 Single-Family: TN=2.070 TP=0.327 Area (acres) 6.36 1.72 0.82 3.40 Rational Coefficient (0- 1) 0.52 0.62 0.39 0.62 Non DCIA Curve Number 44.70 45.90 39.00 81.00 DCIA Percent (0-100) 64.10 75.70 47.40 72.30 Wet Pond Area (ac) 0.00 0.00 0.00 0.60 Nitrogen EMC (mg/l) 2.070 2.070 2.070 2.070 Phosphorus EMC (mg/l) 0.327 0.327 0.327 0.327 Runoff Volume (ac-ft/yr) 13.990 4.457 1.335 7.291 Groundwater N (kg/yr) 0.000 0.000 0.000 0.000 Groundwater P (kg/yr) 0.000 0.000 0.000 0.000 Nitrogen Loading (kg/yr) 35.706 11.376 3.408 18.608 Phosphorus Loading (kg/yr) 5.640 1.797 0.538 2.939 Catchment Number: 1 Name: Pond 1 Project: Hickory Grove Date: 4/1/2022 Retention Design Retention Depth (in) 1.930 1050 Retention Volume (ac-ft) 1.023 Watershed Characteristics Catchment Area (acres) 6.36 Contributing Area (acres) 6.360 Non-DCIA Curve Number 44.70 DCIA Percent 64.10 Rainfall Zone Florida Zone 2 Rainfall (in) 50.50 Surface Water Discharge Required TN Treatment Efficiency (%) 93 Provided TN Treatment Efficiency (%) 95 Required TP Treatment Efficiency (%) 93 Provided TP Treatment Efficiency (%) 95 Media Mix Information Type of Media Mix Not Specified Media N Reduction (%) Media P Reduction (%) Groundwater Discharge (Stand-Alone) Treatment Rate (MG/yr) 0.000 TN Mass Load (kg/yr) 33.769 TN Concentration (mg/L) 0.000 TP Mass Load (kg/yr) 5.335 TP Concentration (mg/L) 0.000 Load Diagram for Retention (stand-alone) Load N: 35.71 kg/yr P: 5.64 kg/yr → Treatment N: 95 % P: 95 % → Surface Discharge N: 1.94 kg/yr P: 0.31 kg/yr 1051 ↓ Mass Reduction N: 33.77 kg/yr P: 5.33 kg/yr Load Diagram for Retention ( As Used In Routing) Upstream Nodes None Load N: 35.71 kg/yr P: 5.64 kg/yr Q: 13.99 ac-ft → Treatment N: 94.6 % P: 94.6 % → Mass Discharged N: 1.94 kg/yr P: 0.31 kg/yr Q: 0.76 ac-ft ↓ Mass Removed N: 33.77 kg/yr P: 5.33 kg/yr Catchment Number: 2 Name: Pond 2 Project: Hickory Grove Date: 4/1/2022 Retention Design Retention Depth (in) 1.700 Retention Volume (ac-ft) 0.244 Watershed Characteristics Catchment Area (acres) 1.72 Contributing Area (acres) 1.720 Non-DCIA Curve Number 45.90 DCIA Percent 75.70 Rainfall Zone Florida Zone 2 Rainfall (in) 50.50 Surface Water Discharge Required TN Treatment Efficiency (%) 100 Provided TN Treatment Efficiency (%) 90 1052 Required TP Treatment Efficiency (%) 100 Provided TP Treatment Efficiency (%) 90 Media Mix Information Type of Media Mix Not Specified Media N Reduction (%) Media P Reduction (%) Groundwater Discharge (Stand-Alone) Treatment Rate (MG/yr) 0.000 TN Mass Load (kg/yr) 10.290 TN Concentration (mg/L) 0.000 TP Mass Load (kg/yr) 1.626 TP Concentration (mg/L) 0.000 Load Diagram for Retention (stand-alone) Load N: 11.38 kg/yr P: 1.80 kg/yr → Treatment N: 90 % P: 90 % → Surface Discharge N: 1.09 kg/yr P: 0.17 kg/yr ↓ Mass Reduction N: 10.29 kg/yr P: 1.63 kg/yr Load Diagram for Retention ( As Used In Routing) Upstream Nodes Node: 1 Load N: 13.31 kg/yr P: 2.10 kg/yr Q: 5.22 ac-ft → Treatment N: 90.5 % P: 90.5 % → Mass Discharged N: 1.27 kg/yr P: 0.20 kg/yr Q: 0.50 ac-ft ↓ 1053 Mass Removed N: 12.04 kg/yr P: 1.90 kg/yr Catchment Number: 3 Name: Pond 3 Project: Hickory Grove Date: 4/1/2022 Retention Design Retention Depth (in) 4.510 Retention Volume (ac-ft) 0.308 Watershed Characteristics Catchment Area (acres) 0.82 Contributing Area (acres) 0.820 Non-DCIA Curve Number 39.00 DCIA Percent 47.40 Rainfall Zone Florida Zone 2 Rainfall (in) 50.50 Surface Water Discharge Required TN Treatment Efficiency (%) 91 Provided TN Treatment Efficiency (%) 100 Required TP Treatment Efficiency (%) 91 Provided TP Treatment Efficiency (%) 100 Media Mix Information Type of Media Mix Not Specified Media N Reduction (%) Media P Reduction (%) Groundwater Discharge (Stand-Alone) Treatment Rate (MG/yr) 0.000 TN Mass Load (kg/yr) 3.396 TN Concentration (mg/L) 0.000 TP Mass Load (kg/yr) 0.536 1054 TP Concentration (mg/L) 0.000 Load Diagram for Retention (stand-alone) Load N: 3.41 kg/yr P: 0.54 kg/yr → Treatment N: 100 % P: 100 % → Surface Discharge N: 0.01 kg/yr P: 0.00 kg/yr ↓ Mass Reduction N: 3.40 kg/yr P: 0.54 kg/yr Load Diagram for Retention ( As Used In Routing) Upstream Nodes Node: 2 Load N: 4.68 kg/yr P: 0.74 kg/yr Q: 1.83 ac-ft → Treatment N: 99.7 % P: 99.7 % → Mass Discharged N: 0.02 kg/yr P: 0.00 kg/yr Q: 0.01 ac-ft ↓ Mass Removed N: 4.66 kg/yr P: 0.74 kg/yr Catchment Number: 4 Name: Ponds 4_5 Project: Hickory Grove Date: 4/1/2022 Multiple BMP in Series Design Parameters BMP in Series Number: 1 BMP Type: Wet Detention Permanent Pool Volume (ac-ft) 0.619 Permanent Pool Volume (ac-ft) for 31 days residence 0.619 1055 Annual Residence Time (days) 31 Littoral Zone Efficiency Credit Wetland Efficiency Credit BMP in Series Number: 2 BMP Type: Filtration Treatment Depth (in) 3.730 Hydraulic Capture Efficiency (%) 98 Media Type B&G CTS24 BMP in Series Number: 3 BMP Type: None BMP in Series Number: 4 BMP Type: None Watershed Characteristics Catchment Area (acres) 3.40 Contributing Area (acres) 2.800 Non-DCIA Curve Number 81.00 DCIA Percent 72.30 Rainfall Zone Florida Zone 2 Rainfall (in) 50.50 Surface Water Discharge Required TN Treatment Efficiency (%) 100 Provided TN Treatment Efficiency (%) 84 Required TP Treatment Efficiency (%) 100 Provided TP Treatment Efficiency (%) 97 Load for Multiple BMP in Series Load N: 18.61 kg/yr P: 2.94 kg/yr → Treatment N: 84 % P: 97 % → Surface Discharge N: 3.06 kg/yr P: 0.07 kg/yr ↓ 1056 Mass Reduction N: 15.55 kg/yr P: 2.87 kg/yr Load Diagram for Multiple BMP ( As Used In Routing) Upstream Nodes Node: 3 Load N: 18.62 kg/yr P: 2.94 kg/yr Q: 7.30 ac-ft → Treatment N: 83.6 % P: 97.5 % → Mass Discharged N: 3.06 kg/yr P: 0.07 kg/yr Q: 7.30 ac-ft ↓ Mass Removed N: 15.56 kg/yr P: 2.87 kg/yr Summary Treatment Report Version: 4.3.1 Project: Hickory Grove Analysis Type: Net Improvement BMP Types: Catchment 1 - (Pond 1) Retention Catchment 2 - (Pond 2) Retention Catchment 3 - (Pond 3) Retention Catchment 4 - (Ponds 4_5) Multiple BMP Based on % removal values to the nearest percent Date:4/1/2022 Routing Summary Catchment 1 Routed to Catchment 2 Catchment 2 Routed to Catchment 3 Catchment 3 Routed to Catchment 4 Catchment 4 Routed to Outlet Total nitrogen target removal met? Yes Total phosphorus target removal met? Yes 1057 Summary Report Nitrogen Surface Water Discharge Total N pre load 2.71 kg/yr Total N post load 69.1 kg/yr Target N load reduction 96 % Target N discharge load 2.71 kg/yr Percent N load reduction 96 % Provided N discharge load 3.06 kg/yr 6.75 lb/yr Provided N load removed 66.03 kg/yr 145.61 lb/yr Phosphorus Surface Water Discharge Total P pre load .46 kg/yr Total P post load 10.915 kg/yr Target P load reduction 96 % Target P discharge load .46 kg/yr Percent P load reduction 99 % Provided P discharge load .074 kg/yr .16 lb/yr Provided P load removed 10.841 kg/yr 23.905 lb/yr 1058 “Engineering a Higher Standard” 301 West State Road 434, Suite 309, Winter Springs, FL 32708 • 407-992-9160 • Fax 407-358-5155 www.pegasusengineering.net P R O J E C T M E M O R A N D U M To: Christopher Schmidt Economic and Community Development Director City of Winter Springs From: David W. Hamstra, P.E., CFM Stormwater Department Manager Date: May 1, 2022 Re: Hickory Grove Townhomes [SP2021-0011] Subj: Stormwater Review Comments #3 Pursuant to the City of Winter Springs’ request, the following comments were prepared by Pegasus Engineering, LLC based on a review of the following revised document:  Stormwater Report prepared by Madden, Moorhead & Stokes, LLC (dated June 2021, revised April 2022) (document was not signed and sealed) Please note that this review and the following comments are focused on stormwater related elements of the project with the remaining design aspects to be reviewed by others. 1. Based on Chapter 9 of the Land Development Code - Section 9-241(e), the post- development runoff volume and rate shall not exceed the pre-development condition. It is understood that the applicant will request a waiver from the City in lieu of redesigning t he stormwater management system to meet this current criteria. On March 14, 2022, the City Commission approved the waiver request by the applican t. Therefore, the stormwater management system is only required to meet the discharge rate criteria, not the volume criteria. 2. Without the benefit of the revised construction plans, it is difficult to determine why some of the weighted runoff curve numbers (Post-1, Post-2, and Post-3) increased and some decreased (Post-4 and Post-5). Also, the ICPR input data associated with the stormwater ponds and control structures cannot be checked. 1059 Hickory Grove Townhomes Stormwater Review Comments #3 May 1, 2022 Page 2 3. The Pre/Post Comparison Summaries located in Appendix A was not provided. Please provide with the next submittal. Based on the submitted revised drainage calculations, it appears that the proposed stormwater management system meets the City’s discharge rate criteria. However, final review will occur upon receipt of the revised construction plans after the City Commission selects the preferred site plan. 4. Provide a signed and sealed copy of the revised Stormwater Report with the next submittal. 5. The Public Works Department will allow the installation of the high-performance polypropylene HP storm pipe based on the following conditions: ▪ The contractor shall conduct a CCTV inspection of all the HP storm pipe upon completion of construction and provide a copy of the CCTV inspection videos and reports to City staff to review; and ▪ If the CCTV inspection videos and reports indicate deficiencies, it is understood that repairs will be performed prior to the City signing-off on the storm sewer systems. 6. Upon receipt, provide a copy of the approved St. Johns River Water Management District (SJRWMD) Environmental Resource Permit (ERP) application currently under review (SJRWMD Application No. 176109-1, submitted 10/11/21). If you have any questions, please do not hesitate to contact me directly at 407-992-9160, extension 309, or by e-mail at david@pegasusengineering.net. END OF MEMO cc: Jason Norberg, City of Winter Springs Marla Molina, City of Winter Springs Pegasus Project File WSC-22004 1060 1061 N/A C002PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1062 N/A C003PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1063 16 16 18LOT 5 PB 69, PG 96 LOT 6 WINT E R S P R I N G S T O W N C E N T E R - A R E P L A T PB 69 , P G 9 6 LOT 2 WINT E R S P R I N G S T O W N C E N T E R - A R E P L A T PB 69 , P G 9 6 LOT 2 WINT E R S P R I N G S T O W N C E N T E R PB 64 , P G 6 4 LOT 1WINTER SPRINGS TOWNCENTER - A REPLATPB 69, PG 96XXXXXXXXXD D D D D D D D D D DDD D DDDDDDS SSSSSSSS18" R C P 18" R C P 18" R C P 18" R C P 18" R C P 18 " R C P30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" R C P 8" PVC6" P V C 18 " R C PSDO17"x12" RCP6" P V C 8" PVC8" PVC8" PVCSDO24" R C P24" RCP24" RCP24" RCP 18" R C P 18" RCP8" PVCSDO18" RCP (PEP)SDO24" R C P ( P E P) SDO W (P E P ) W ( P E P ) W ( P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP )W (PEP )W (PEP ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) OWN E R : T I I T F / G R E E N W A Y S & T R A I L S OVIE D O S P R I N G H A M M O C K PARC E L : 2 6 - 2 0 - 3 0 - 5 A R - 0 B 0 0 - 0 2 8 A LOT 1 WINT E R S P R I N G S T O W N CENT E R - A R E P L A T PB 69 , P G 9 6 D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPW ( P E P )W (PEP ) D D D D DD12" HDPESDO24" H D P E 24" HD P E 24" HD P E 36" RCPSDOD 36" RCP24" HD P E 24" HDPE18" RCP18 " R C P 12" PVC 1 0 " P V C S DO18" RCP18" RCPSDO10" PVCSDO10" P V C SDO 15 PARC E L 4 ORB 4 0 5 6 , P G 4 2 8 OWN E R : T I I T F / G R E E N W A Y S & T R A I L S OVIE D O S P R I N G H A M M O C K PARC E L : 2 6 - 2 0 - 3 0 - 5 A R - 0 B 0 0 - 0 2 8 A ORB 2 6 0 6 , P G 1 9 7 3 OWN E R : S E M I N O L E C O U N T Y S C H O O L B O A R D PARC E L : 2 6 - 2 0 - 3 0 - 5 A R - 0 B 0 0 - 0 1 9 06' C LF 6' C LF BIKE R A C K FLAG POLE BOLLARD (TYP)6 ' C L F 6' CLF6' C LF PARC E L 4 - 1 5 ' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASE M E N T 1 15' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8 DDDDDDDD20' UT I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 1064SITE B E N C H M A R K # ELE V A T I O N = DAT U M = SITE B E N C H M A R K # ELEV A T I O N = DAT U M = SITE B E N C H M A R K # ELEV A T I O N = DAT U M = SITE B E N C H M A R K # ELE V A T I O N = DAT U M = SITE B E N C H M A R K # ELE V A T I O N = DAT U M = 30' CROSS ACCESS, UTILITY& PEDESTRIAN EASEMENTORB 4101, PG 102530' CR O S S A C C E S S , U T I L I T Y & PED E S T R I A N E A S E M E N T ORB 4 1 0 1 , P G 1 0 2 5 15' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 15' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 15' W A T E R , S E W E R & DRA I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 18 16 D GVFH EB D D DDS DDD D D FH EBEB EB EB EB PC IVIVC O COCO COCOCO CO CO D EB EBDDE B EBEB DDEB EB TV D EB EB EB T UP EB EB TR EB EB EBEBEBT EB S EB EBTREB T EBEBEBEBEBS EB EBEBEBEBD EB EB EB ELECTRIC PANEL354045333436373 8394142434446484746 46 47 47 463535323334353531313736 37 38394045414243444647484 8 48 47 48484748494949 49 47 48 48 4 747 47484847 47 4 7 1"= 60' C004PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1064 XXXXXX X X X6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TV TR TRXXXXXX X X X6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F PC TV TR TRTRACT PTRACT MTRACT NBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP TRACT A PEPPERWOOD LOOP TRACT C TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT B TRACT A TARFLOWER DRIVE TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT T CRAB APPLE LANE TRACT DCRAB APPLE LANETRACT OTRACT LC1 C2 C5 CURVE CHART CENTRAL ARC CHORD CHORD NO. ANGLE RADIUS LENGTH BEARING DISTANCE C1 39°08'43" 358.00' 244.59' S46°03'07"E 239.86' P&M C2 45°00'00" 142.00' 111.53' S48°58'45"E 108.68' P&M C3 12°29'09" 82.00' 17.87' S66°09'39"E 17.83' P&M C4 90°00'00" 30.00' 47.12' S14°55'05"E 42.43' P&M C5 39°19'07" 15.00' 10.29' S49°44'28"W 10.09' P&M LINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M 1"= 60' C100PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1065 LOT 5 PB 69, P G 9 6GVLOT 5 PB 69, P G 9 6GV TRACT MTRACT NBEAR SPRINGS DRIVESPINDLE PALM COVECORAL BEAN LANE TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT A TARFLOWER DRIVE TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S CRAB APPLE LANE TRACT DCRAB APPLE LANETRACT LC900 300R C900 300V C900 300M C900 212 C900 304 C900 914 1"= 40' C101PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1066 TVTV TRACT PBLUMBERG BOULEVARD TUSKAWILLA ROADTARFLOWER DRIVE TULIP TREE LOOP TRACT A PEPPERWOOD LOOP TRACT C TRACT R TRACT B TRACT S TRACT S TRACT S TRACT S TRACT S TRACT TTRACT OC900 300R C900 300V C900 304 C900 212 C900 300M 1"= 40' C102PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1067 XXXXXXXXX X X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F TV TRXXXXXXXXX X X X X 6' C L F 6' CLFFLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F TV TRTRACT PTRACT MTRACT NBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP TRACT A PEPPERWOOD LOOP TRACT C TRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT B TRACT A TARFLOWER DRIVE TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT S TRACT S TRACT S TRACT S TRACT T CRAB APPLE LANE TRACT DCRAB APPLE LANETRACT OTRACT LC1 C2 C51"= 50' C103PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1068 TV TR TRTV TR TRBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANE1"= 60' C104PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1069 XD 2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVC SDO18" RCP (PEP)SDOW (PEP) W (PEP) W (P E P ) W (P E P )W ( P E P ) W ( P E P ) W ( P E P )W ( P E P ) D D D D D D DDDDD D 12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDODD D36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C S D O 10" PVC SDO 6' C L F PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428D D D D D D D SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = D GVFH EB D D DDS DDD D D FH EBEBEB EBEB PC D DEB E B T UPTRACT MTRACT NTRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT A TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT STRACT DTRACT LXD 2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVC SDO18" RCP (PEP)SDOW (PEP) W (PEP) W (P E P ) W (P E P )W ( P E P ) W ( P E P ) W ( P E P )W ( P E P ) D D D D D D DDDDD D 12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDODD D36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C S D O 10" PVC SDO 6' C L F PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428D D D D D D D SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = D GVFH EB D D DDS DDD D D FH EBEBEB EBEB PC D DEB E B T UP 1"= 40' C201PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS DRY POND 1 DRY POND 2 1070 XXXXXXXXXXXXXX X X X X X D D D D D D D D D D D D D D D D DDDD D D DDDDDDDDDD S S SSSSSS SSSSSSSSSSD18" RCP 18" RCP 18" RCP18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RCPSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 24" RCP (PEP)SDOW (PEP)W (PE P)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P ) W ( P E P ) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPW ( P E P )W ( P E P ) 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F D D D D D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 1064SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = IVIVCO COCOCOCOCO CO CO D EB EB E B EB DD EB EB TV D EB EB EB EB TR EB EB EBEBEBT EB S EB EBTREB T EBEBEBEBEBS EB EBEBEBEBD EB EB EBELECTRIC PANELTRACT PTRACT A TRACT C TRACT R TRACT B TRACT S TRACT S TRACT S TRACT S TRACT TTRACT OXXXXXXXXXXXXXX X X X X X D D D D D D D D D D D D D D D D DDDD D D DDDDDDDDDD S S SSSSSS SSSSSSSSSSD18" RCP 18" RCP 18" RCP18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RCPSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 24" RCP (PEP)SDOW (PEP)W (PE P)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P ) W ( P E P ) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPW ( P E P )W ( P E P ) 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F D D D D D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 1064SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = IVIVCO COCOCOCOCO CO CO D EB EB E B EB DD EB EB TV D EB EB EB EB TR EB EB EBEBEBT EB S EB EBTREB T EBEBEBEBEBS EB EBEBEBEBD EB EB EBELECTRIC PANEL1"= 40' C202PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS WET POND 4 WET POND 5 DRY POND 3 1071 1618 XD2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVC SDO18" RCP (PEP)SDOOWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A D D D D D D DDDDD D 12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDODD D36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C SDO 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A TOP=47.27 N. INV=38.02 NE INV=42.07 SW INV=37.92 TO P = 4 7 . 0 9 NW I N V = 3 7 . 4 9 NE I N V = 3 6 . 2 4 SE I N V = 3 5 . 1 9 TOP=47.65 SE INV=40.71 SW INV=41.20 TOP=46.91 SE INV=41.09 NW INV=40.97 TOP=46.97 SE INV=41.09 NW INV=40.97 TOP=47.64 NE INV=35.15 NW INV=41.24 SW INV=35.16 TOP=47.92 BOTTOM=34.42 TOP=47.51 NE INV=42.07 SE INV=34.87 NW INV=34.87 TOP=47.98 SE INV=44.35 SW INV=42.92 TOP=47.87 NW INV=43.22 TOP=48.10 NE INV=43.69 SE INV=43.59 TOP=48.18 NW INV=43.83 E. INV=39.79 SW INV=39.18 TOP=45.50 W. INV=40.40 TOP=48.73 NE INV=38.42 TOP=48.55 NE INV=38.23 SW INV=38.20 TOP=48.27 NW INV=41.77 E. INV=41.79 PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428D D D D D D SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = 30' CROSS ACCESS, UTILITY& PEDESTRIAN EASEMENTORB 4101, PG 102530' CROSS ACCESS, UTILITY & PEDESTRIAN EASEMENT ORB 4101, PG 1025 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 18 16 D GVEB D D DDS DDD D D EBEBEB EBEB PC D DEB E B T UP 1618 XD2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVC SDO18" RCP (PEP)SDOOWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A D D D D D D DDDDD D 12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDODD D36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C SDO 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A TOP=47.27 N. INV=38.02 NE INV=42.07 SW INV=37.92 TO P = 4 7 . 0 9 NW I N V = 3 7 . 4 9 NE I N V = 3 6 . 2 4 SE I N V = 3 5 . 1 9 TOP=47.65 SE INV=40.71 SW INV=41.20 TOP=46.91 SE INV=41.09 NW INV=40.97 TOP=46.97 SE INV=41.09 NW INV=40.97 TOP=47.64 NE INV=35.15 NW INV=41.24 SW INV=35.16 TOP=47.92 BOTTOM=34.42 TOP=47.51 NE INV=42.07 SE INV=34.87 NW INV=34.87 TOP=47.98 SE INV=44.35 SW INV=42.92 TOP=47.87 NW INV=43.22 TOP=48.10 NE INV=43.69 SE INV=43.59 TOP=48.18 NW INV=43.83 E. INV=39.79 SW INV=39.18 TOP=45.50 W. INV=40.40 TOP=48.73 NE INV=38.42 TOP=48.55 NE INV=38.23 SW INV=38.20 TOP=48.27 NW INV=41.77 E. INV=41.79 PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428D D D D D D SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = 30' CROSS ACCESS, UTILITY& PEDESTRIAN EASEMENTORB 4101, PG 102530' CROSS ACCESS, UTILITY & PEDESTRIAN EASEMENT ORB 4101, PG 1025 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 18 16 D GVEB D D DDS DDD D D EBEBEB EBEB PC D DEB E B T UPBEAR SPRINGS DRIVESPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANE1"= 40' C301PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DSALLEY BALLEY A DRY POND 1 DRY POND 2 1072 XXXXXXXXXXXXXXX X XX D D D D D D D D D D D D D D DDDD D D DDDDDDDDDD S S SSSSS SSSSSSSSSSSD18" RCP 18" RCP 18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RC PSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 24" RCP (PEP)SDOLINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 TOP=45.47 NW INV=40.27 SE INV=40.17 TOP=47.13 SE INV=40.63 (30" RCP) SE INV=43.83 (8" PVC) SW INV=40.63 TOP=38.46 NW INV=32.41 SE INV=32.61 TOP=35. 7 7 SE INV=3 1 . 7 5 TOP=36.08 NW INV=31.48 SE INV=31.58 TOP=36.31 NW INV=29.51 NE INV=28.11 (8" PVC) SE INV=28.21 SW INV=28.51 TOP=36.88 NW INV=26.65 SW INV=26.68 TOP=33.96 NW INV=23.66 NE INV=23.61 SW INV=25.06 TOP=33.36NW INV=26.86TOP=37.10 NW INV=27.28 NE INV=(FULL OF WATER. COULD NOT ATTAIN INVERT.) SW INV=27.30 T O P = 4 1 . 8 5 N W I N V = 3 3 . 7 5 N E I N V = 3 3 . 7 5 TOP=41.90 NE INV=33.40 SW INV=33.50 TOP=33.41NE INV=(FULL OF WATER.COULD NOT ATTAIN INVERT.)SE INV=26.71BOTTOM=24.41TOP=31.72NE INV=29.72 (17"x12" RCP)SW INV=30.39 (8" PVC)TOP=32.21 (FULL OF WATER. COULD NOT GET INVERT.) BOTTOM=24.21 TOP=40.64 INV=31.94 (6" PVC)TOP=36.29(6" PVC)TOP=36.49 (6" PVC)TOP=36.15(6" PVC)TOP=34.91(6" PVC)TOP=34.81 (6" PVC) TOP=38 . 0 5 INV=33 . 0 2 TOP=36. 3 6 (6" PVC) INV=29.57 (18" RCP) 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 1064SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = CO COCOCOCOCO CO CO D EB EB EB DD EB EB TV D EB EB EB TR EB EB EBEBEBT EB S EB EBTREB T EBEBEBEBEBS EB EBEBEBEBD EB EB EB ELECTRIC PANELXXXXXXXXXXXXXXX X XX D D D D D D D D D D D D D D DDDD D D DDDDDDDDDD S S SSSSS SSSSSSSSSSSD18" RCP 18" RCP 18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RC PSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 24" RCP (PEP)SDOLINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 TOP=45.47 NW INV=40.27 SE INV=40.17 TOP=47.13 SE INV=40.63 (30" RCP) SE INV=43.83 (8" PVC) SW INV=40.63 TOP=38.46 NW INV=32.41 SE INV=32.61 TOP=35. 7 7 SE INV=3 1 . 7 5 TOP=36.08 NW INV=31.48 SE INV=31.58 TOP=36.31 NW INV=29.51 NE INV=28.11 (8" PVC) SE INV=28.21 SW INV=28.51 TOP=36.88 NW INV=26.65 SW INV=26.68 TOP=33.96 NW INV=23.66 NE INV=23.61 SW INV=25.06 TOP=33.36NW INV=26.86TOP=37.10 NW INV=27.28 NE INV=(FULL OF WATER. COULD NOT ATTAIN INVERT.) SW INV=27.30 T O P = 4 1 . 8 5 N W I N V = 3 3 . 7 5 N E I N V = 3 3 . 7 5 TOP=41.90 NE INV=33.40 SW INV=33.50 TOP=33.41NE INV=(FULL OF WATER.COULD NOT ATTAIN INVERT.)SE INV=26.71BOTTOM=24.41TOP=31.72NE INV=29.72 (17"x12" RCP)SW INV=30.39 (8" PVC)TOP=32.21 (FULL OF WATER. COULD NOT GET INVERT.) BOTTOM=24.21 TOP=40.64 INV=31.94 (6" PVC)TOP=36.29(6" PVC)TOP=36.49 (6" PVC)TOP=36.15(6" PVC)TOP=34.91(6" PVC)TOP=34.81 (6" PVC) TOP=38 . 0 5 INV=33 . 0 2 TOP=36. 3 6 (6" PVC) INV=29.57 (18" RCP) 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 1064SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = CO COCOCOCOCO CO CO D EB EB EB DD EB EB TV D EB EB EB TR EB EB EBEBEBT EB S EB EBTREB T EBEBEBEBEBS EB EBEBEBEBD EB EB EB ELECTRIC PANELBLUMBERG BOULEVARD TUSKAWILLA ROADTARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP 1"= 40' C302PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS WET POND 4 WET POND 5 DRY POND 3 1073 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A PARCEL 4 - 15' ACCESS ESMT T UP OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A PARCEL 4 - 15' ACCESS ESMT T UP XXXD 24" RCP2 4 " R C P 24" RCP (PEP)T O P = 4 1 . 8 5 N W I N V = 3 3 . 7 5 N E I N V = 3 3 . 7 5 6' C L F D DD D D D D EB DD XXXD 24" RCP2 4 " R C P 24" RCP (PEP)T O P = 4 1 . 8 5 N W I N V = 3 3 . 7 5 N E I N V = 3 3 . 7 5 6' C L F D DD D D D D EB DD PEPPERWOOD LOOP 1"= 40' C303PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS POND 1 UNDER DRAIN POND 3 UNDER DRAIN 1074 DDSSDDDDSDOD (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCPTOP=34.81 (6" PVC)COCOEB T DDSSDDDDSDOD (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCPTOP=34.81 (6" PVC)COCOEB T TARFLOWER DRIVE TARFLOWER DRIVE 1"= 10' C304PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1075 16 X DD18" RCP 2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVC SDO18" RCP (PEP)SDOOWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A D D D D D D DDDDD D 12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDODD D36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C S DO 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASEMENT 1 15' ACCESS ESMT ORB 4056, PG 428 D D D D D D SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 16 D GVDD DDS DDD D D D D484746 46 47 47 464748484748484748494949 49 47 48 48 4747 47484847 47 47 16 X DD18" RCP 2 4 " R C P 2 4 " R C P 18" RCP 18" RCP8" PVC SDO18" RCP (PEP)SDOOWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A D D D D D D DDDDD D 12" HDPESDO24" HDPE 24" HDPE 24" HDPE 36" RCPSDODD D36" RCP24" HDPE 24" HDPE18" RCP18" RCP 12" PVC 10 " P V C SD O 18" RCP18" RCPSDO1 0 " P V C S DO 10" PVC SDO PARCEL 4 ORB 4056, PG 428 OWNER: TIITF/GREENWAYS & TRAILS OVIEDO SPRING HAMMOCK PARCEL: 26-20-30-5AR-0B00-028A PARCEL 4 - 15' ACCESS ESMT ORB 4056, PG 428EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASEMENT 1 15' ACCESS ESMT ORB 4056, PG 428 D D D D D D SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 15' WATER, SEWER & DRAINAGE EASEMENT ORB 4046, PG 896 16 D GVDD DDS DDD D D D D484746 46 47 47 464748484748484748494949 49 47 48 48 4747 47484847 47 47TRACT MTRACT NTRACT R TRACT E TRACT D TRACT F TRACT JTRACT DTRACT Q TRACT A TRACT G TRACT H TRACT I TRACT S TRACT K TRACT Q TRACT Q TRACT S TRACT STRACT DTRACT L1"= 40' C401PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS DRY POND 1 DRY POND 2 1076 XXXXXXXXXXXXXX X X XX X D D D D D D D D D D D D D D D D DDDD D D DDDDDDDDDD S S SSSSSS SSSSSSSSSSD18" RCP 18" RCP 18" RCP18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RC PSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 24" RCP (PEP)SDOLINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F D D D D D D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 1064SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = CO COCOCOCOCO CO CO DDDTV D TR S TRS D 3 5 4 0 45333 4 3 6 373 8 3 9 4 1 424344463535323334353531313736 373839404541424344464747 XXXXXXXXXXXXXX X X XX X D D D D D D D D D D D D D D D D DDDD D D DDDDDDDDDD S S SSSSSS SSSSSSSSSSD18" RCP 18" RCP 18" RCP18" RCP 18" RCP 18" R C P 30"x18" RCPSDOSDO SDO 36" RCPSDO36" RCP36" RCP18" RCP 8" PVC6" PVC 18" RC PSDO17"x12" RCP6" PVC 8" PVC8" PVC8" PVCSDO24" RCP2 4 " R C P 2 4 " R C P 24" RCP (PEP)SDOLINE CHART L1 S59°55'05"E 40.83' D&M L2 S69°24'02"W 53.25' D&M L3 N60°43'32"W 136.29' D&M D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)D (PEP)36" RCP36" RCP36" RCPORB 2606, PG 1973 OWNER: SEMINOLE COUNTY SCHOOL BOARD PARCEL: 26-20-30-5AR-0B00-0190 6' C L F 6' C L F BIKE RACK FLAG POLE BOLLARD (TYP)6' C L F 6' CLF 6' C L F D D D D D D D D D D D 20' UTILITY ESMT ORB 3240, PG 1064 20' UTILITY ESMTORB 3240, PG 1064SITE BENCHMARK # ELEVATION = DATUM = SITE BENCHMARK # ELEVATION = DATUM = CO COCOCOCOCO CO CO DDDTV D TR S TRS D 3 5 4 0 45333 4 3 6 373 8 3 9 4 1 424344463535323334353531313736 373839404541424344464747TRACT PTRACT NTRACT A TRACT C TRACT R TRACT B TRACT S TRACT S TRACT S TRACT S TRACT S TRACT TTRACT O1"= 40' C402PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS WET POND 4 WET POND 5 DRY POND 3 1077 1"= 50' C600PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1078 DD CP24" HDPE 838) TOP=47.92 BOTTOM=34.42 TOP=47.51 NE INV=42.07 SE INV=34.87 NW INV=34.87 TOP=47.87 NW INV=43.22 D D FH TARFLOWER DRIVE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS H:1"=50' V:1"=5' C601 1079 SSW (PEP)W (D (PEP)D (P" RCPT(TOP=34.81 (6" PVC)COEBTR1 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS H:1"=50' V:1"=5' C602 1080 TULIP TREE LOOP 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS H:1"=50' V:1"=5' C603 1081 T PEPPERWOOD LOOP CRAB APPLE LANE CRAB APPLE LANE1 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS H:1"=50' V:1"=5' C604 1082 SPINDLE PALM COVERIVECORAL BEAN LANE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 H:1"=50' V:1"=5' C605 1083 GVPC TV TR TRGVPC TV TR TRBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANE1"= 100' C700PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1084 BIKE RACK FLAG POLE BOLLARD (TYP)GVPC TV BIKE RACK FLAG POLE BOLLARD (TYP)GVPC TVBEAR SPRINGS DRIVEBLUMBERG BOULEVARD TUSKAWILLA ROADSPINDLE PALM COVECORAL BEAN LANE TARFLOWER DRIVE TULIP TREE LOOP PEPPERWOOD LOOP TARFLOWER DRIVE CRAB APPLE LANE CRAB APPLE LANE1"= 60' C800PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1085 1"= 60' C900PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS NOTE: (HANDICAP SIGN ONLY) ONLY PERMIT DISABLED PARKING BY NOTE: $250 MAX F.S.316.1955 1086 N.T.S. C901PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS NOTE: A 4' X 4' CONCRETE PAD 8" THICK SHALL BE INSTALLED AROUND ALL MANHOLE RIMS LOCATED JUST BELOW THE ASPHALT SURFACE 1087 N.T.S. C902PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1599CGD APPROX. WEIGHT WITH FRAME = 47.30 LBS APPROX. DRAIN AREA = 115.49 SQ IN 6.00 2.47 12"12" 7001-110-230 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT QUALITY: MATERIAL SHALL CONFORM TO ASTM A536 GRADE 70-50-05 ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE .93 TSALPOLYN E SYAWRETAWOTSNIARDTULLOPTO N O D -NORIELITCUD 1.12 1599CGS APPROX. WEIGHT WITH FRAME = 59.62 LBS APPROX. DRAIN AREA = 92.70 SQ IN FOR EASY ACCESS HINGED GRATE 7001-110-032 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 GRATE MEETS H-20 LOAD RATING ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS 3.43 12" 12" 1.68 MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF NYLOPLAST INLINE DRAIN A MATCH BASIN O.D. FRAME & GRATE TO 1 2 INTEGRATED DUCTILE IRON UNIFORMLY IN ACCORDANCE WITH ASTM D2321. SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CONCRETE SLAB REQUIRED FOR TRAFFIC APPLICATIONSTRAFFIC LOADS: 7 - DOME GRATES HAVE NO LOAD RATING RATED FOR LIGHT DUTY APPLICATIONS ONLY 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES 1 - 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), AVAILABLE: 4" - 30" FOR CORRUGATED HDPE 3 VARIOUS TYPES OF INLET & OUTLET ADAPTERS (CORRUGATED HDPE SHOWN) WATERTIGHT JOINT 1088 N.T.S. C903PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1089 N.T.S. C904PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1090 N.T.S. C905PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1091 POTABLE WATER MAINPOTABLE WATER MAINPOTABLE WATER MAIN POTABLE WATER MAINPOTABLE WATER MAINPOTABLE WATER MAINDUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL PIPE POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAINPOTABLE WATER MAINPOTABLE WATER MAINPOTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. CAUTION BUIRED WATER LINE BELOW CAUTION BUIRED WATER LINE BELOW NOTE; Water Line Tape is 3" Wide and Blue With Black Lettering Sewer Line Tape is 3" Wide and Green With Black Lettering Force Main Tape is 3" Wide and Brown With Black Lettering Standard Non-Detectable Warning Tape N.T.S. C910PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1092 N.T.S. C911PROJECT FINANCE & DEVELOPMENT LLC20071 3/12/21 KS KS,JC,RS DS 1093 StoryBook Holdings, LLC Jose Chaves, PE / Owner Jose@StoryBookHoldings.com 5260 N. Lake Burkett Lane Winter Park, Florida 32792 T: 321-246-8811 December 31, 2020 (Updated October 7, 2021) Christopher Schmidt City of Winter Springs Economic and Community Development Director 1126 East State Road 434 Winter Springs, Florida 32708 Re: Hickory Grove Subdivision (Winter Springs Town Center – Blumberg Property) Non-Binding Preliminary Review Application NBPR2020-027 Site Plan SP2021-0011 Hickory Grove Tree Preservation Narrative Mr. Schmidt, As requested, this narrative has been prepared to summarize the information gathered from the tree survey completed, preliminary site planning, and historical review of the property, in support of a Non-Binding Preliminary Review Application submitted to the City of Winter Springs (NBPR2020-027) and Final Site Plan Application submitted to the City of Winter Springs (SP2021-0011). This application proposes the development of 12.30 acres, located at 141 Bear Springs Drive, Winter Springs, Florida 32708 (the “Property”), into 132 single-family residential townhomes (the Project). The Property is located within the City’s Town Center Zoning District, further defined as within the T4 Transect, which allows the proposed use as Permitted by Right. Existing Trees Evaluation To evaluate the development feasibility of the Property, the services of Accuright Survey of Orlando Inc. and Young Bear Environmental, LLC were engaged to complete the necessary tree inventory. Accuright previously completed a Tree Survey in 2018 for a different purpose on the Eastern 6 +/- acres of the Property. Young Bear Environmental, LLC (Ray Jarret, Certified Arborist, International Society of Arboriculture (ISA) # FL 5343A), was engaged to review the trees inventory in Accuright’s 2018 survey, provide a Tree Survey for the remaining Western 6 +/- acres of the Property, and provide a health assessment of all the Specimen Trees (as defined in Ordinance No. 2020-03) on the Property. The tree surveys completed, and the supporting 1094 documentation has been included as reference. A summary of the Specimen Trees and their location on the Property has been included below. In the interest of consistency and to ensure the most accurate information is reflected, the development team engaged North Star Environmental Consulting, LLC (f.k.a. Young Bear Environmental, LLC) to complete a new tree survey for the Eastern 6 +/- acres. The result from North Star Environmental Consulting’s comprehensive tree survey is summarized below: Table 1 Summary of Specimen Trees (12.3 Acres) East 6 +/- Acres Specimen Tree Count 10 9 West 6 +/- Acres Specimen Tree Count 4 5 Total Specimen Tree Count 14 14 Figure 1 - Specimen Tree Location Preliminary Site Planning The preliminary site planning took into consideration several factors when determining the ability to save any Specimen Trees. One of the factors was the site’s overall dimensions, and the dimensional requirements of the City’s Town Center District Code. The Code for the T4 Transect requires a 50 ft minimum lot depth (56 1095 ft. proposed), a 60 ft Right-Of-Way for Town Center Streets (62 ft proposed), and that rear Alleys be used (30 ft wide rear alleys proposed). To make a project of this nature (rear alley loaded townhomes) financially feasible, as many of the roads and alleys as possible must be “double loaded” (serving residential lots on either side of the road or alley). Taking the required dimensions into account, the target Cross Section for the Project was developed and is represented below. This section shows only the primary development area and is not expected to be able to be achieved throughout the entire site, but should be the target to make the code required infrastructure (rear alleys) financially feasible. Figure 2 - Target Cross Section (* = MIN.) In laying out the principal road Right-Of-Way (ROW) for the Project to support this cross section, two connections to the City’s existing public ROW were determined to best serve the project. The first ROW connection point is proposed along the eastern property boundary (along Tuskawilla Road). The proposed right-of-way is then intended to traverse through the site (along the “Proposed Road Centerline” in Figure 3) to the second connection point along the west property boundary (along Bear Springs Drive) which is planned to align with City Court. The image below shows the proposed road alignment (Proposed Road Centerline), the resulting Target Development Area (needed for target cross section in Figure 2), and the location of the Property’s Specimen Trees. It is important to note that the early planning of the Town Center (as further discussed herein) shaped the Property’s 12.3 acres in a way that it forces any road alignment aligning with City Court to diverge north due to a change in direction in the northern property boundary of the State Owned Land (Parcel 4 of the Hickory Grove Park) (this area is marked in red in Figure 3 for reference). Alley Alley 62 FT R-O-W 30 FT 30 FT 56 FT* 56 FT* 56 FT* 56 FT* 346 FT TOTAL 1096 Figure 3 - Target Cross Section Development Impacts The Property’s environmental conditions and existing topography was also taken into account in site planning in relation to impacts to the Property’s Specimen Trees. The Property is within the Lake Jesup Basin and ultimately drains to Lake Jesup, which is designated by the Florida Department of Environmental Protection (FDEP) as impaired by nutrients Phosphorus and Nitrogen. This condition requires larger stormwater management systems and benefits from the use of a combination of wet and dry ponds to achieve the required treatment. The Property’s natural topography was considered as well in planning the road alignment, building placement, stormwater management sites, and consequent impacts to existing Specimen Trees. The Property exhibits a 14 ft elevation drop within the eastern 700+/- feet of the Property to the lowest point of the site. This encourages any proposed wet stormwater management systems to be placed at the eastern most point of the Property (similar to the Winter Springs High School pond location). It also presents strategic challenges in placing flat floor buildings along the falling grade of the Property. To address these concerns and to properly develop the site, detailed re-grading will be required as part of the Project. The extent of the re-grading requires the removal of all 11 out of the 14 affected Specimen Trees. 1097 Several other factors were considered in site planning, specifically relating to the Town Center District fundamentals and the T4 Transect code intent. Some include: - Building Placement: The principal road alignment allows for proposed Townhome Units to face Blumberg Blvd and Bear Springs Dr and provide the urban fabric characteristic described by the City’s Land Development Code (LDC). - Walkability: By providing pedestrian connectivity to Blumberg Blvd, and lining the streets with canopy trees, we are further creating a walkable community. It also allows for the trees to be viewed and enjoyed by the community instead of hidden behind the existing brush - Traffic Safety: The principal road alignment discourages “drive-through” fast traffic by elongating the travel path and having two ninety degree turns, promoting a safe community. With these and several other factors considered, the proposed layout for the Project (as seen in Figure 4) was determined to be the most effective way to meet the principal intent and code requirements for the Town Center, while working with the Property’s existing environmental constraints, and still securing financial feasibility. Figure 4 - Preliminary Site Layout and Pond Placement 1098 Historical Review The Property is the last piece of what was originally known as the “Blumberg Property”. The Blumberg Property consisted of approximately 30 acres in 1978 when the owners were asked by the City of Winter Springs to annex into the City. The property was annexed with a commercial (C-1 and C-2) zoning. When the City decided to plan for a Town Center, the Blumberg’s worked with the City’s consultant Dover Kohl & Partners in developing a “Town Center Master Plan”. This Master Plan from its inception included a “Central Park” within the Town Center and for a road network to provide the infrastructure needed for the planned high density/intensity development envisioned. Below are two snapshot from the 1997 Town Center Master. Figure 5 - 1997 Town Center Master Plan (Dark Blue – Original Blumberg Property; Light Blue – the proposed project Property (the Hickory Grove Neighborhood) 1099 Figure 6 1997 Town Center Master Plan – Hickory Grove Neighborhood In order to achieve this vision, the City applied for funding from the Florida Greenways and Trails Program and was able to fund the preservation of 5.92 acres (20%) of the Blumberg Property utilizing Preservation 2000 (P2000) funds (Replaced by the current Florida Forever program). Presently the 5.92 acres is owned by the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida and is managed by the Office of Greenway and Trails through the City of Winter Springs. In addition to the land provided for preservation, the Blumberg’s conveyed the necessary ROW to the City to establish the primary infrastructure of the Town Center, including the ROW needed for Bear Springs Drive and Blumberg Blvd. The City’s purchase of the ROW land from the Blumberg’s was contingent on securing the P2000 funding to purchase the preservation land. These land transactions (including establishing limits and boundaries) were done in harmony between the Blumberg’s, the City of Winter Springs, the State, and the City’s planning consultant’s in creation of the Winter Springs Town Center. These planning decisions (road alignment, Greenways and Trail preservation area, etc) established the dimensional restraints on the Property, making limited the options in site planning that would allow for Specimen Tree preservation. These land conveyances were completed in good faith with the understanding that at some point the remaining tract would be able to be developed completely as shown in the original master plans. A summary of the Blumberg Property Land Conveyance has been included below. 1100 Figure 7 Blumberg Property Land Conveyance Since complete Specimen Tree preservation is not a feasible option, the strategy instead relies on mitigation for the required tree removal by establishing areas for new desired canopy trees to be planted and by contributing to the City’s “Tree Bank”. The proposed road alignment and on-road parking with properly spaced landscape islands will allow for strategic tree placement and result in greater enjoyment of the general public. Figure 7 has been included below to show potential areas for tree replacement. While the Project’s landscaping is to be further defined by the project’s Landscape Architect, Figure 7 highlights the potential areas in the proposed site plan available to mitigate for removed trees. Figure 8 Depiction of Possible Tree Replacement Mitigation Areas 1101 A detailed tree replacement and mitigation plan will be has been included along with the Final Development Plan submittal. October Update: On September 25, 2021 the project arborist (North Star Environmental) confirmed with the City’s Arborist (Mary Johnson) that of the trees surveyed on-site, eleven (11) were deemed viable live oaks to be counted as Specimen Trees. These added to the three (3) Pignut Hickory Specimen Trees on site results in fourteen (14) Specimen Trees total on the property. The site design efforts of Daly Design Group (project Landscape Architect) and Madden, Moorhead & Stokes, LLC (project Civil Engineer) resulted in the opportunity to save thirty- five existing on-site trees. Of the thirty-five trees, three (3) are considered viable specimen trees, as approved by the City’s arborist. Of the fourteen viable specimen trees on site, 11 require removal. To mitigate for the removal of the eleven viable specimen trees, the project proposes planting 11 – 10” Southern Live Oaks. Please see the final Landscape Plans prepared by Daly Design Group submitted along with the Hickory Grove Site Plan Application (City of Winter Springs project number SP2020-0011) for final Arbor Permit Plans and Landscape Plans. Please feel free to contact me directly if you have any questions regarding the information provided. Regards, __________________________________ Jose Chaves, P.E. StoryBook Holdings, LLC Jose@StoryBookHoldings.com T: 321-246-8811 1102 daly design group inc. Urban Planning · Landscape Architecture · Project Management 913 N Pennsylvania Ave, Winter Park, FL 32789 Phone 407.740.7373 · www.dalydesign.com SHEET INDEX SHEET DESCRIPTION Revisions Location Map NORTH NTS Prepared For: PARCEL ID # LEGAL DESCRIPTIONS 20234 2450 Maitland Center Parkway, ste 300 Maitland FL 32751 Mattamy Homes Landscape, Arbor Permit and Irrigation Plans 26-20-30-5AR-0B00-028E Hickory Grove Winter Springs, Florida Sheet Index TP-001 TP-101 K-200 K-201 L-001 L-201 L-202 K-300 I-001 I-301 I-302 H-401 - H402 HARDSCAPE 7 PAGES TREE REMOVAL AND MITIGATION TABLES TREE REMOVAL PLAN KEY SHEET STREETSCAPE AND AMENITY PLAN LANDSCAPE SCHEDULE AND DETAILS LANDSCAPE PLAN LANDSCAPE PLAN IRRIGATION AREA EXHIBIT IRRIGATION SCHEDULE AND DETAILS IRRIGATION PLAN IRRIGATION PLAN HARDSCAPE ELEVATIONS HARDSCAPE ELEMENTS TREE SURVEY AND TABLES (PROVIDED BY NORTH STAR) 1 06.25.21 Revised per staff comments wgm 2 09.16.21 Revised per staff comments wgm 3 12.14.21 Revised per staff comments wgm 1103 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.comWinter Springs FloridaHickory GroveArbor Permit PlansArbor Permit Tables and Details20234 nts March 21 TP-001 1. TREE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH SEC. 5-14 OF THE WINTER SPRINGS LAND DEVELOPMENT CODE. 2. DEAD / DAMAGED TREES ARE NOT INCLUDED IN THE PROVIDED TREE REMOVAL/ REPLACEMENT CALCULATIONS. 3. REPLACEMENT STOCK WILL BE IN ACCORDANCE WITH SEC. 5-9 OF THE WINTER SPRINGS LAND DEVELOPMENT CODE. General Notes: Fence barrier to be no further than dripline Fence Location (Min. 30% from dripline) Dripline (Varies) Tree Protection Barrier Dripline Protective Tree BarrierA 1 Not To Scale Plan View 70% Dripline (min) 20' (max) TREE(S) TO BE PRESERVED SUMMARY TREE REMOVAL AND MITIGATION TABLES:1 06.25.21Revised per staff commentswgmEXISTING TREE INVENTORY TABLE TREE REPLACEMENT TABLE:PRESERVED TREE CREDIT TABLE: TREE MITIGATION SUMMARY TABLE:2 09.16.21Revised per staff commentswgm3 12.14.21Revised per staff commentswgm1104 XXXXXXXXXXXXXS SSSSSSSSSSW ( P E P ) W ( P E P ) W ( P E P )W ( P E P )W (PEP )W (PEP )W (PEP )W (PEP )W (PEP ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W ( P E P ) W (P E P ) W (P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)3 4 5 6 7 8 9 10 11 12 13 16 17 18 19 202122 23 24 25 26 27 28 29 33 34 35 36 37 38 39 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 5859 60 61 62 63 6465 66 67 6869 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 878889 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106107 108 109 111 112113 114 115 116 117 118 119 120 121 122 123124 125 126 127 128129 130 131 132 133 134 135136 137 138 139 140 141142 143 144 145146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193194 195 196197 198 199 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218219 220221 222 223224 225 226 227 228 229230 231 232 233 234 235 236 237 238 239 240 241242 243 244245 246 247 248 249 250 251252253254255256 257 258 259 260 261262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305306 307 308 309310 311 312 313314315 316 317 318 319 320 321 322 323 324 325 326327 328 329330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348349 355 356 357 358 359 360 361 362 363 364 365 366 367 368 372 373374 375 376 377 378 379380381 382 383 384 385 386 387 388 389 390 391 392 393 394395 396 397 398 399 400 401 402 403404 405406 407 408 409 410 411 412 413 414415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434435 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457458 459 460 461 462463464465 466 467 468 469 470 471 472 473 474 475 476 477 478 479480 481482483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501502 503 504 505 506 507 508509 510 511 512 513514 515 516 517 518 519 520 521 522 523 528 529 530 531 532533 534 535 536 537 538 539 540 541 542 543 544 545 (Specimen) 30" HICKORY 546 547 548 549 550 551 552 553 554 555 556 557558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581582 583 584585 586 587 588589 590591 592 593 594 595596 597 598 599 600 601 602 603604605606 607 608609 610611 612 613 614 615616 617 618 619 620 621 622 623 624 625 62629" Laurel Oak 627 628 630 631 632 633 634 635636 637 638639 640 641 642 643 644 645 646 647 648 649 650651 652 653654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671672673674 675 676 677 678 679 680 681 682 683 684 685 686 687 692 693 694 695 34" Laural Oak 696 699 700701 702 703 704 705 706 707 708 709710 711 712 713714715716717 718 719 720721 722 723 724 725 726727 728 729 730 731 732 733 734 735 736 737 738739 740 741 742 743744 745 746 747 748 749750 751752 753754 755756 757 758 759 760 761 762 763 764 765 766 767 768769 770 771 772 773 774 775 776777778 779 780781 782 783 784 785786 787 788 789 790 791 792 793 794795 796 797798 799 800 801 802 803 804 806 807 808 809 810811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826827 828 829830 831 832 833 834 835 836 837 838 839 840 841 842 843844 845846 847 848 849 850851852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868869 871 873 874 875 876 877 878 879880 881 882 883 884 885 886 887 888 889 890891 892 893 894 895 896897 898 899 900901 902903 904 905 906 907 908 909 910 911 912913 914 915 916 917918919 920 921 922 923924 925 926 927 928 929 930 931 932 933934 935 936 937 938939 941 942 943 944 945946 948 949 950 951952 953954 955 957 960 961 962 963 964965 966 967 968969970973 974 975 976 977 978 979 980981 982 983 984 985 986 987988 989 990 991992 993 994 995996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 10281029 1030 103110321033 1034 1035 1036 1037 1038 1039 1040 1041 10421043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 10561057 10581059 1060 1061 1062 1063 37" Laurel Oak 1064 1065 1066 1067 1068 1069 1070 1071 10721073 1074 1075 1076 1077 10781079 1080 1081 1082 1083 1084 10851086 1087 1088 10891090 1091 1092 10931094 688690689 691 10" 12" 13" 15" 15" 15" 12" 10" 10" 12" 13" 971 (Specimen) 28" HICKORY 972 (Specimen) 30" HICKORY XXXXXXXXXXXXX6' C LF 6' C LF FLAG POLE 6 ' C L F 6' CLF6' C LF PARC E L 4 - 1 5 ' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASE M E N T 1 15' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8 20' U T I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 106430' CROSS ACCESS, UTILITY& PEDESTRIAN EASEMENTORB 4101, PG 102530' CR O S S A C C E S S , U T I L I T Y & PED E S T R I A N E A S E M E N T ORB 4 1 0 1 , P G 1 0 2 5 15' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 15' W A T E R , S E W E R & DRA I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 18 16 GVEB EBEB EB EB EB UP1010 EB EB UP E B EB EB EB EB TV EB EB EB T UP EB EB EBEBEBT EB EB EBTREB T EBEBEBEBEBEB EBEB8' F LOR IDA POWER EA SEMENTORB 951 , PG 15698' FLORIDA POWER EASEMENTORB 951, PG 1569ELECTRIC PANEL542 29" Laurel Oak 627 733 621 545 (Specimen) 30" HICKORY SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:0'daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com1005050 TP-101 March 21 1"=50' 20234 Winter Springs, FloridaHickory GrovePreliminary Arbor PreservationTree Removal PlanExisting Specimen Tree to be removed Existing Tree to be Preserved Existing Specimen Tree to be Preserved Existing Tree to be Preserved Existing Tree Greater than 24" Tree to be Preserved Existing Tree to be Preserved Existing Specimen Tree to be Removed Existing Tree to be Removed Tree Legend Existing Specimen Tree to be PreservedExisting Tree to be Preserved Existing Tree to be Removed Existing Specimen Tree to be Removed Existing Tree to be Preserved Existing Tree to be Preserved Existing Street Tree to be Preserved Existing Street Tree to be Preserved 1 06.25.21Revised per staff commentswgm2 09.16.21Revised per staff commentswgmExisting Specimen Tree to be Preserved 2 3 12.14.21Revised per staff commentswgm1105 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX X X X XX XX XW (PEP) W (PEP) W (PEP) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W (PEP)W (P E P )W (P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W ( P EP )W ( PEP )W (PEP )W (PE P )W (P E P )W ( P E P )W ( P EP )W ( P EP )W ( PEP )W (PEP )W (PEP )W (P E P )W (P E P )W ( P E P )W (PEP )W (PEP )W ( P EP )W ( P E P )W (PEP )W (PEP )W ( P EP )W ( P E P )W (P E P )W (PEP )W ( P E P )W (PEP )W ( P E P )W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (PEP) W (PE P ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PEP ) W (PE P ) W (PE P ) W (PE P )W (PEP) W ( P E P ) W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W (PEP )W ( P E P )W ( P E P )6' C LF 6' C LF FLAG POLE BOLLARD (TYP)6 ' C L F 6' CLF6' C LF PARC E L 4 - 1 5 ' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASE M E N T 1 15' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8 20' U T I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 1064GVFH FH IVIVTVWW TRXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XXXXXXW (PEP ) W (PEP) W (PEP) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W (P E P )W (P E P )W (PEP)W (PEP)W ( P E P ) W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W (P E P )W ( P EP )W ( P E P )W ( P E P )W (PEP )W (PEP )W (PE P )W (P E P )W (P EP )W ( P EP )W (PEP )W (PEP )W (PEP )W (PEP )W (PE P )W (P E P )W (P EP )W ( PEP )W (PE P )W (PEP )W ( PEP )W (P EP )W (PE P )W (PEP )W (PEP )W ( P EP )W (P E P )W (PEP )W ( P E P )W (PEP )W (P E P )W ( P E P ) W ( P E P )W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (P E P ) W ( P E P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PEP) W (PEP ) W (PEP ) W (PEP ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP) W (PEP ) W (PEP) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (PE P ) W (PE P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (PE P ) W (PE P ) W (PE P ) W (PE P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)6 196197 198 199 260 261262 264 507 508 517 518 519 532533 534 535 538 539 542 545 (Specimen) 30" HICKORY 547 62629" Laurel Oak 627 628 695 34" Laural Oak 696 699 816 957 960 961 10" 12" 13" 15" 15" 15" 12" 10" 10" 12" 13" 971 (Specimen) 28" HICKORY 972 (Specimen) 30" HICKORY SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:0'daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com1005050 K-200 March 21 1"=50' 20234 Winter Springs, FloridaHickory GroveLandscape PlansKey SheetL-201 L-202 1 06.25.21Revised per staff commentswgmTUSKAWILLA ROADBLUMB E R G B L V DBEAR SPRINGS AVEWINTE R S P R I N G S H S ACCES S R O A D VACANT Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 Sight Line per Civil Engineer No Vertical Obstructions Fountain 2 09.16.21Revised per staff commentswgmSight Line per Civil Engineer No Vertical Obstructions Fountain 3 12.14.21Revised per staff commentswgm1106 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX X X X XX XX XW (PEP) W (PEP) W (PEP) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W (PEP)W (P E P )W (P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W ( P EP )W ( PEP )W (PEP )W (PE P )W (P E P )W ( P E P )W ( P EP )W ( P EP )W ( PEP )W (PEP )W (PEP )W (P E P )W (P E P )W ( P E P )W (PEP )W (PEP )W ( P EP )W ( P E P )W (PEP )W (PEP )W ( P EP )W ( P E P )W (P E P )W (PEP )W ( P E P )W (PEP )W ( P E P )W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (PEP) W (PE P ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PEP ) W (PE P ) W (PE P ) W (PE P )W (PEP) W ( P E P ) W ( P E P )W ( P E P )W ( P E P )W (P E P )W ( P E P )W ( P E P )W ( P E P )W (PEP )W ( P E P )W ( P E P )6' C LF 6' C LF FLAG POLE BOLLARD (TYP)6 ' C L F 6' CLF6' C LF PARC E L 4 - 1 5 ' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASE M E N T 1 15' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8 20' U T I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 1064GVFH FH IVIVTVWW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XXXXXXW (PEP ) W (PEP) W (PEP) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W (P E P )W (P E P )W (PEP)W (PEP)W ( P E P ) W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W (P E P )W ( P EP )W ( P E P )W ( P E P )W (PEP )W (PEP )W (PE P )W (P E P )W (P EP )W ( P EP )W (PEP )W (PEP )W (PEP )W (PEP )W (PE P )W (P E P )W (P EP )W ( PEP )W (PE P )W (PEP )W ( PEP )W (P EP )W (PE P )W (PEP )W (PEP )W ( P EP )W (P E P )W (PEP )W ( P E P )W (PEP )W (P E P )W ( P E P ) W ( P E P )W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (P E P ) W ( P E P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PEP) W (PEP ) W (PEP ) W (PEP ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP) W (PEP ) W (PEP) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (PE P ) W (PE P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (PE P ) W (PE P ) W (PE P ) W (PE P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)6 196197 198 199 260 261262 264 507 508 517 518 519 532533 534 535 538 539 542 545 (Specimen) 30" HICKORY 547 62629" Laurel Oak 627 628 695 34" Laural Oak 696 699 816 957 960 961 10" 12" 13" 15" 15" 15" 12" 10" 10" 12" 13" 971 (Specimen) 28" HICKORY 972 (Specimen) 30" HICKORY SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:0'daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com1005050 K-201 March 21 1"=50' 20234 Winter Springs, FloridaHickory GroveLandscape PlansStreetscape and Amentiy Plan1 06.25.21Revised per staff commentswgmTUSKAWILLA ROADBLUMB E R G B L V DBEAR SPRINGS AVEWINTE R S P R I N G S H S ACCES S R O A D VACANT Wooded Site Winter Springs HS Rd ·(14) 4" Caliper Street Trees ·Solid Hedge ·Bahia Sod Existing Trees to be Preserved See TP-101 No Trees Adjacent to Retaining Wall to Avoid Conflicts with Structural Tie Backs Pool and Cabana Dog Park Detention Pond Detention Pond Detention Pond Retention Pond Retention Pond Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 Tot Lot ·27' Width Tuskawilla Rd Streetscape ·6' Sidewalk ·Park Bench on Concrete Pad ·(11) - 10" Caliper Street Trees ·Under story Trees ·Flowering Shrubs and Ground covers ·Solid Hedge ·Bahia Sod Existing Tree to be Preserved See TP-101 27' 27' Fountain in Pond Entrance Columns 27'Tot Lot Area ·Covered Shade Structure ·Play Equipment ·ADA Mulch Surface ·5' Aluminum Fence ·Bike Rack ·Dog Waste Station ·Park Bench's ·Trash Receptacle Pool / Cabana / Dog Park Area ·Community Pool & Cabana ·Paver Pool Deck ·Drinking Water Fountain ·5' Aluminum Fence ·Dog Park ·Bike Rack ·Dog Waste Station ·Dog Fountain ·Park Bench's ·Trash Receptacle ·Community Mail Box Pad Sidewalk Connection to Blumberg Blvd Blumberg Blvd Streetscape ·Existing Canopy Trees to Remain ·6' Sidewalk ·4" Cal Trees to Supplement Existing Street Tree (25' o.c) ·Townhome Unit Lot Trees, Shrubs and Groundcover ·Bahia Sod Property Boundary Sidewalk Connection to Blumberg Blvd from Townhome Units Shrubs and Understory Trees Between Buildings to Prevent Cut Through Traffic Adjacent to Vacant Wooded Site ·Proposed Canopy Trees 50' o.c ·Existing Canopy Trees to be Preserved ·Bahia Sod Adjacent to Vacant Wooded Site ·Proposed Canopy Trees 50' o.c ·Existing Canopy Trees to be Preserved ·Bahia Sod Sidewalk Connection to Winter Springs High School Access Road from Townhome Units Shrubs and Understory Trees Between Buildings to Prevent Cut Through Traffic Sidewalk Connection to Winter Springs HS Access Road Sidewalk Connection to Bear Springs Ave ·Bear Springs Rd ·Existing Sidewalk ·Existing Street Trees within Right of Way ·(2)- 4" Caliper Street Trees ·Understory Trees ·Flowering Shrubs and Ground covers ·Bahia Sod Shrubs and Understory Trees Between Buildings to Prevent Cut Through Traffic Existing 10' Sidewalk and Street Trees Remove Existing 5' Sidewalk and Replace with 6' Sidewalk along Blumberg and Tuskawilla Entrance Columns Sidewalk Connection Property Boundary Property Boundary Property Boundary Property Boundary 2 09.16.21Revised per staff commentswgmSight Line per Civil Engineer No Vertical Obstructions Sight Line per Civil Engineer No Vertical Obstructions Fountain in Pond 27' Streetscape Zone 27' Streetscape Zone Removed Existing 5' Sidewalk and Replace with 6' Sidewalk along Blumberg and Tuskawilla 3 12.14.21Revised per staff commentswgm1107 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.comWinter Springs, FloridaHickory GroveLandscape PlansLandscape Schedule and Details20234 nts March 21 L-001 LARGE TREE GUYING DETAIL Detail for trees greater than 3" cal. 1X FINISH GRADE NOT TO SCALE BLACK STRAP SECURELY FASTENED TO TREE. MINIMUM (3) THREE STRAPS PER TREE NOTE: IF B&B IS UTILIZED, BURLAP TO BE REMOVED FROM TOP HALF OF ROOT BALL ANCHORS SPACED AT 120° APART STRAPS SECURELY FASTENED TO ANCHORS SAFETY FLAGS STRAPS SECURELY FASTENED TO TREE SOIL RING FOR WATER COLLECTION EXISTING SOIL BACKFILL / PREPARED PLANTING SOILS AS SPECIFIED STRAPS POSITIONED BETWEEN 1/2 TO 2/3 OF THE TREE HEIGHT ROOT BALL 1/2XROOT BALL 1/2XROOT BALL PLAN 120 120 120 NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. NO MULCH SHALL BE PLACED WITHIN 18" OF ANY TREE TRUNK FINISH GRADE PLAN 120 120 120 NOTE: BURLAP TO BE REMOVED FROM TOP HALF OF ROOT BALL PLANT TABLET (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL AS SPECIFIED BLACK STRAP SECURELY FASTENED THREE (3)-2" x 4" x 8' STAKES SPACE EVENLY 120° APART AROUND TREE. SOIL BERM TO HOLD WATER NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. NO MULCH SHALL BE PLACED WITHIN 18" OF ANY TREE TRUNK THREE (3)-2" x 4" x 8' STAKES SPACE EVENLY 120° APART AROUND TREE. MULTI-TRUNK TREE GUYING DETAIL Detail for trees with more than 1 trunk NOT TO SCALE TYPICAL PLANT SPACING NOTE: NOT TO SCALE ALL SHRUBS AND GROUND COVER MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING 'X'. CURB OR EDGE OF PAVEMENT 4" TYP. SHRUB AND GROUND COVER DETAIL FINISHED GRADE 6" TYP. NOT TO SCALE NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. SHRUBS SHALL BE PLANTED 2' HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 2" MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER SMALL TREE GUYING DETAIL Detail for trees between 1" and 2.5" cal. 1X2' Minimum DepthPLAN 180 180 NOT TO SCALE BLACK STRAP SECURELY FASTENED TWO (2)-2" x 4" x 8' STAKES SPACE EVENLY 180° APART SOIL RING FOR WATER COLLECTION B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS ) BACKFILL / PREPARED PLANTING SOIL AS SPECIFIED FINISHED GRADE NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. NO MULCH SHALL BE PLACED WITHIN 18" OF ANY TREE TRUNK TWO (2)-2" x 4" x 8' STAKES SPACE EVENLY 180° APART Root Ball 1/2X Root Ball 1/2X Root Ball 2X Root Ball Top of wood stakes and straps positioned between 1/2 to 2/3 of tree height. Tree / Shrubs Installation Details General Landscape Notes 1. Landscape Contractor shall be responsible for all materials and plants as called for on the Landscape Plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 of better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and consumer services, Division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" Pine bark mini nuggets. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the Landscape Plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work. 7.Height and spread specifications refer to the overall plant form. Singular branches may not be used to meet minimum requirements. Tree caliper size to be measured 12" above grade. 8. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other constructions debris. 9. All landscaping shall conform to the standards set forth in the City of Winter Springs LDC.. 10. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities. 11. Prior to the issuance of any permits or the removal of any trees, protective tree barriers shall be installed around those trees that will remain on site and shall be inspected by the Governing Municipality. 12. Ball & Burlap material shall be acceptable alternative to container grown trees. 13. Occasionally there is the potential for site modification due to revised field grading, clearing of existing tree canopy or other unforeseen conditions. The Landscape contractor shall be responsible for informing the owner and Landscape Architect of site conditions adverse to the healthy establishment of any plant material prior to planting so that a resolution may be achieved. 14. The Landscape Contractor shall be responsible for arranging a Pre-constructions meeting with the owner and Landscape Architect in order to address and clarify any questions, concerns and/or conditions related to these drawings or the existing site. 15. Landscape Contractor shall use appropriate container size to meet minimum plant height and caliper inches, if minimum plant height or caliper, can not be met with specified container size. General Plant Schedule Typical Townhome nts Landscape Bed Area Typ Lot Tree See Lot Tree Schedule Landscape Bed Area Typ Driveway Alley On Street Parking Lot Tree Schedule (minimum 1 tree per lot) NOTE: 1. INDIVIDUAL LOTS SHALL HAVE A MINIMUM (1) TREE PER LOT. TREES TO BE SELECTED FROM THE LOT TREE PLANT SCHEDULE OR FROM THE APPROVED DESIRABLE PLANT LIST. SECTION 5-13 APPENDIX B OF THE WINTER SPRINGS LDC. Alley Lot Tree See Lot Tree Schedule 1 06.25.21Revised per staff commentswgm2 09.16.21Revised per staff commentswgmNOTE: ALL GRASS AREAS ON THE PROPERTY SHALL USE BAHIA GRASS. NO ST AUGUSTINE GRASS OR GRASS TYPES WITH LOW DROUGHT TOLERANCE SHALL BE PERMITTED SECTION FINISH GRADE ROOT BARRIER AMENDED SOIL 3"-4" OF 3/4" GRAVEL NOTES: 1. ANY TREE LOCATED WITHIN 10' OF A SIDEWALK SHALL BE REQUIRED TO HAVE A ROOT BARRIER SYSTEM. 2. EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION ROOT BARRIER DETAIL 3 12.14.21Revised per staff commentswgm4 01.31.22 Revised per staff comments dated 01.28.22 wgm 1108 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP )W (PE P )W (PEP )W ( P EP )W ( P E P )W (P E P )W (PEP )W ( P EP )W ( P E P )W (P E P )W (PEP )W ( P EP )W ( P E P )W (P E P )W (PEP )W ( P EP )W ( P E P )W ( P E P )W (PEP )W ( P E P )W ( P E P )W (P E P )W ( P E P )W (PEP )W ( P E P )W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W (P E P ) W ( P E P )W (P E P ) W ( P E P ) W (P E P ) W (P E P ) W ( P E P ) W (P E P ) W (P E P ) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PE P ) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP ) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP ) W (PEP) W ( P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) W (P E P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PEP ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P ) W (PE P )6' CLF FLAG POLE BOLLARD (TYP)6 ' C L F 6' CLF 20' U T I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 1064IVIVTVWW TRXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW (PE P )W (P EP )W (PEP )W (PEP )W ( P EP )W (P E P )W (PEP )W (PEP )W ( P EP )W (P E P )W (PEP )W (PEP )W ( P EP )W (P E P )W (PEP )W (PEP )W ( P EP )W ( P E P )W (PEP )W (P E P )W ( P EP )W (P EP )W ( P E P )W (PEP )W ( P E P )W ( P EP )W ( P E P ) W ( P E P ) W ( P E P )W (P E P ) W ( P E P )W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PE P ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PEP) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PEP) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PE P ) W (PEP ) W (PEP ) W (PEP ) W (PEP) W (PEP ) W (PEP ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W (PE P ) W (PE P ) W (PE P ) W (P E P ) W (P E P ) W (P E P ) W (PE P ) W (PE P ) W (PE P ) W (P E P ) W (P E P ) W (P E P ) W (P E P )W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)W (PEP)695 34" Laural Oak 696 699 816 957 960 961 10" 12" 13" 15" 15" 15" 12" 10" 10" 12" 13" 971 (Specimen) 28" HICKORY 972 (Specimen) 30" HICKORY 3 TD3 TD 5 TD TD 5 1 MGL 2 QV QV 2 QV 1 QV 1 1 PR3 9 TD 7 TD 2 MGL 102 EB 124 EB 82 AA QV 1 1 QV QV 2 QV 1 QV 1 QV 1 1 QV1 2 QV1 MGL 3 MGL 2 QV 6 MGL 2 6 AR 224 VO TD 7 1 QV1 6 QV10 6 QV1 2 MGL 1 QV VO 40 45 VO VS 10 PSG 33 63 EG 42 RIA 1 LJT-1 1 MGL 1 PR3 AA 34 1 PR3 34 AA 40 EG 65 RIA MGL 1 LJT-1 1 2 MGL1 QV 1 LJT-1 1 LJT-1 1 LJT-1 VO 5 VO 5 VO 5 2 QV LJT-1 1 MCA 28 PSG 84 RKO 33 VO 85 33 RKO PSG 85 MCA 34 PSG 52 22 MCA 49 PSG 5 QV10 LJT-1 2 2 LJT-1 2 LJT-1 5 LJT-1 QV1 1 2 QV1 QV1 3 LEG 119 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:0 daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com603030 L-201 MDUFK21 1 30 20234 :LQWHUSSULQJV)ORULGD+LFNRU\GURYHLDQGVFDSHPODQVLDQGVSDSHPODQMATC+TOS+EETL-202 MATC+TOS+EETL-201 MATC+TOS+EETL-202MATC+TOS+EETL-201SOD E[LVWLQJ14LLYHODN ............... VHHTP-101 TRWORWDUHDZLWK SKDGHSWUXFWXUH PRRODQG FDEDQD E[LVWLQJWUHHV WREHSUHVHUYHG VHHWS-101 LDQGVFDSHIRUSDUNLQJLVODQGV WREHLQVWDOOHGZLWKWKHFRQVWUXFWLRQ RIWKHDGMDFHQWEXLOGLQJ 4 AOXPLQXP)HQFHRQ WRSRIUHWDLQLQJZDOO VHHFLYLOHQJLQHHULQJSODQV IRUKHLJKWRIZDOO DRJZDVWH VWDWLRQ BLNHUDFNVKDOOQRWLPSHGH RQWKHSHGHVWULDQZDONZD\ SOD SOD SOD SOD SOD SOD )URQWORWWUHH WREHVHOHFWHGIURP ORWWUHHSODQWVFKHGXOH SHHVKHHWL-001 AOOH\ORWWUHH WREHVHOHFWHGIURP ORWWUHHSODQWVFKHGXOH VHHVKHHWL-001 EQWUDQFHFROXPQ EQWUDQFHFROXPQ AOXPLQXP)HQFHRQ WRSRIUHWDLQLQJZDOO VHHFLYLOHQJLQHHULQJSODQV IRUKHLJKWRIZDOO AOOH\ORWWUHH WREHVHOHFWHGIURP ORWWUHHSODQWVFKHGXOH VHHVKHHWL-001 )URQWORWWUHH WREHVHOHFWHGIURP ORWWUHHSODQWVFKHGXOH SHHVKHHWL-001 TUDVKRHFHSWDFOH MDLOER[PDG 5 AOXPLQXP)HQFH AURXQGPRRODHFNDQG RQWRSRI:DOOSHH DHWDLO+-401 5 AOXPLQXP)HQFH DURXQGTRWLRW 1 06.25.21Revised per staff commentswgmE[LVWLQJSWUHHW TUHHVWRUHPDLQ BHQFKDQGTUDVKRHFHSWDFOH RQCRQFUHWHPDG 8QGHUVWRU\TUHHV )RXQWDLQ E[LVWLQJOQ-SWUHHWPDUNLQJ PURSRVHG 6 SLGHZDON BHQFKDQGTUDVK RHFHSWDFOHRQ CRQFUHWHPDG SKUXEDQG8QGHUVWRU\TUHH EHWZHHQTRZQKRPH8QLWV PURSRVHG6 SLGHZDON E[LVWLQJSWUHHW TUHHVWRUHPDLQ DRJPDUN PDUNBHQFK DRJ:DVWHSWDWLRQ BLNHUDFNVKDOO QRWLPSHGHRQWKH SHGHVWULDQZDONZD\ BHQFKDQGTUDVKRHFHSWDFOH RQCRQFUHWHPDG DRJZDVWH VWDWLRQ AOXPLQXP)HQFHRQ WRSRIUHWDLQLQJZDOO VHHFLYLOHQJLQHHULQJSODQV IRUKHLJKWRIZDOO 2 09.16.21Revised per staff commentswgmSLJKWLLQH SLJKWLLQH 1OTEALLGRASSAREASO1T+EPROPERT<S+ALL8SEBA+IAGRASS1OSTA8G8STI1EGRASSORGRASS T<PES:IT+LO:DRO8G+TTOLERA1CES+ALLBEPERMITTED DRJ:DVWHSWDWLRQ EQG10LLYHODNV BHJLQ10LLYHODNV DRJ)RXQWDLQ VHHGHWDLO+-401 PHGHVWULDQGDWHZD\ SHHEOHYDWLRQV PURYLGHG RLJKWRI:D\ LLQH RLJKWRI:D\ LLQH RLJKWRI:D\ LLQH PURSHUW\LIQH SLJKWLLQHSHUCLYLOEQJLQHHU 1RVHUWLFDOOEVWUXFWLRQV )RXQWDLQ 27'27'27 SWUHHWVFDSH =RQH 27 SWUHHWVFDSH =RQH PURSRVHG 6 SLGHZDON 3 12.14.21Revised per staff commentswgm1109 XXXX XX X X X X X XX XX XX XX XX XX XW (PEP) W (PEP) W (PEP) W (PEP) W (PEP) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W (PEP)W (PEP)W ( P E P )W (P E P )W (P E P )W ( P E P )W ( P EP )W ( PEP )W (PEP )W (PEP )W (P E P )W (P E P )W ( P E P )W ( P E P )W ( P EP )W (PEP )W (PEP )W (PEP )W (PE P )W (P E P )W ( P E P )W ( P EP )W (PEP )W (PEP )W (PEP )W (PE P )W (P E P )W (PEP )W (PEP )W ( P E P )W (P E P )W (PEP )W (PEP)W (P E P )W (P E P )W (PEP)W (PEP)W ( P E P )W ( P E P )W (P E P )W ( P E P )W ( P E P )W (P E P )W ( P E P )W ( P E P )W ( P E P )W (P EP )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W (PEP )6' C LF 6' C LF EASEMENT 315' ACCESS ESMTORB 4056, PG 428WW FH WW FH XXXX XX XX XX XXXXXXX XX XX XX XW (PEP ) W (PEP ) W (PEP) W (PEP) W (PEP ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W (P E P ) W (P E P ) W ( P E P ) W (P E P ) W (P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P ) W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W (PEP)W (PEP)W (P E P )W (P E P )W (PEP)W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W ( P E P )W (P E P )W ( P EP )W ( P E P )W ( P E P )W (PEP )W ( P E P )W ( P E P )W (PE P )W (P E P )W (P EP )W ( PEP )W (PEP )W (PEP )W (PEP )W (PE P )W (P EP )W (P EP )W ( PEP )W (PEP )W (PEP )W (PEP )W (PEP )W (PE P )W (P EP )W (P EP )W ( PEP )W (PEP )W (PEP )W (PEP )W (PE P )W (P EP )W (P EP )W (PE P )W (PEP )W ( PEP )W (P EP )W (P E P ) 6 196197 198 199 260 261262 264 507 508 517 518 519 532533 534 535 538 539 542 545 (Specimen) 30" HICKORY 547 62629" Laurel Oak 627 628 695 34" Laural Oak 696 699 971 (Specimen)972 (Specimen) 1 MGL QV 5 3 MGL 4 AR 4 AR 3 AR QV 2 QV 1 3 MGL 3 QV 2 LJT LJT 4 PR3 QV 2 3 MGL 10 MGL 1 QV QV 1 5 QV 3 MGL MGL 2 QV 1 1 QV 3 MGL 1 QV 1 QV 1 QV QV 1 MGL 2 2 QV 2 MGL 2 MGL1 QV 102 EB 124 EB 82 AA QV 1 1 QV 6 AR 7 QV1 111 VO 224 VO 1 QV1 1 QV1RKO 44 15 RKORKO 14 48 RKO 1 QV 2 MGL 1 QV VO 40 45 VO VS 10 PSG 33 EG 42 RIA 1 MGL 1 PR3 AA 34 1 PR3 34 AA 40 EG 65 RIA MGL 1 LJT-1 1 1 LJT-1 1 LJT-11 QV1 5 VO VO 5 VO 5 1 LJT-1 LJT-1 1 LEG 119 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:0 daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com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evised per staff commentswgmE[LVWLQJOQ-SWUHHWPDUNLQJ E[LVWLQJ SLGHZDONWRRHPDLQ E[LVWLQJSWUHHWTUHHV DORQJBHDUSSULQJV WRRHPDLQ LDQGVFDSLQJLQ)URQWRI TRZQKRPHBXLOGLQJVWR BHPURYLGHGZLWKBXLOGLQJ &RQVWUXFWLRQLDQGVFDSLQJ WREQKDQFHWKHBHDUSSULQJV 'ULYHSWUHHWVFDSH 4SWUHHWTUHH AORQJBHDUSSULQJV'U IQ)URQWRIEQWUDQFHPRQGV 2 09.16.21Revised per staff commentswgmSLJKWLLQH SLJKWLLQH 1OTEALLGRASSAREASO1T+EPROPERT<S+ALL8SEBA+IAGRASS1OSTA8G8STI1EGRASSORGRASS T<PES:IT+LO:'RO8G+TTOLERA1&ES+ALLBEPERMITTE' RLJKWRI:D\ LLQH PURSHUW\LIQH SLJKWLLQHSHU&LYLOEQJLQHHU 1RVHUWLFDOOEVWUXFWLRQV 3 12.14.21Revised per staff commentswgm1110 6 196197 198 199 260 261262 264 507 508 517 518 519 532533 534 535 538 539 542 545 (Specimen) 30" HICKORY 547 62629" Laurel Oak 627 628 695 34" Laural Oak 696 699 816 957 960 961 10" 12" 13" 15" 15" 15" 12" 10" 10" 12" 13" 971 (Specimen) 28" HICKORY 972 (Specimen) 30" HICKORY FLAG POLE BOLLARD (TYP)PARC E L 4 - 1 5 ' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8EASEMENT 315' ACCESS ESMTORB 4056, PG 428EASE M E N T 1 15' A C C E S S E S M T ORB 4 0 5 6 , P G 4 2 8 20' U T I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 106415' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 15' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 16 GVTV TRRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRW M RW M RW MRWM SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:0'daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com1005050 K-300 March 21 1"=50' 20234 Winter Springs, FloridaHickory GroveIrrigation PlansIrrigated Area TUSKAWILLA ROADBLUMB E R G B L V DBEAR SPRINGS AVEVACANT Existing Trees to be Preserved See TP-101 Existing Trees to be Preserved See TP-101 3 12.14.21Revised per staff commentswgmIrrigated Area Irrigated Area Point of Connection to Future Reclaim Irrigation See Civil Engineering Plans Point of Connection to Future Reclaim Irrigation See Civil Engineering Plans Community 4" Irrigation Well with 7.5hp VFP Pump with Check Valve. See Irrigation Schedule on Sheet I-001 1111 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.comWinter Springs, FLHickory GroveIrrigation PlansIrrigation Schedule and Details20234 nts March 21 I-001 POP-UP SPRAY SPRINKLER: RAIN BIRD 1806 PVC SCH 40 TEE OR ELL FINISH GRADE/TOP OF MULCH PVC LATERAL PIPE 1 2 3 4 5 6 5 64 3 2 3 1 MODEL SBE-050 BARB ELBOW: RAIN BIRD 1/2-INCH MALE NPT x .490 INCH RAIN BIRD MODEL SP-100SWING PIPE, 12-INCH LENGTH: DITCH SLEEVES PAVING 4" MIN. CLEARENCE PVC CAP 18" MIN.FINISH GRADE24" MIN. TO24" MAX.18" MIN.PAVING PVC CAP NOTES: 1. ALL PVC IRRIGATION SLEEVING TO BE CLASS 200. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER 4. MECHANICALLY TAMP TO 95% PROCTOR. SLEEVE TO 24" MIN. ABOVE FINISH GRADE 1) IRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE OFF A RECLAIM WATER SOURCE WITH A PROVIDING A MINIMUM PSI OF 45 AT THE SOURCE 2) HEAD LAYOUT BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVER SPRAY ONTO PAVED AREAS AND BUILDINGS. 3) LATERAL PIPE SHALL BE SIZED SO THAT WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAXIMUM GPM PER PIPE SIZE AS FOLLOWS: 3/4 PIPE 8 GPM 1" PIPE 14 GPM 1 1/4" PIPE 24 GPM 1 1/2" PIPE 36 GPM 2" PIPE 50 GPM 2 /2" PIPE 80 GPM 3" PIPE 120 GPM 4" PIPE 200 GPM 6" PIPE 450 GPM RAIN BIRD PESB-PRS-D WIRE, COILED ID TAG: RAIN BIRD VID SERIES VALVE BOX WITH COVER: WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL PVC SCH 80 NIPPLE (CLOSE) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL 1 2 3 4 5 6 7 8 9 10 12131415 BRICK (1 OF 4) 1 2 3 5 6 4 7 8 10 9 11 12 13 14 15 11 16 LENGTH, HIDDEN) AND 16 RAIN BIRD PESB WITH NP-HAN ELECTRIC REMOTE-CONTROL VALVE PEB OR PEBS SERIES 30-INCH LINEAR LENGTH OF REMOTE CONTROL VALVE: RAIN BIRD VB-STD SCH 80 NIPPLE (2-INCH SCH 40 ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 3" MIN. RAIN BIRDROTOR POP-UP SPRINKLER: 1 2 21 FINISH GRADE ROTOR POP-UP SPRINKLER 5012 PLUS 5012-PL-FC/PC PRE-FABRICATED SWING JOINT: RAIN BIRD TSJ-075-PRS PVC SCH 40 TEE OR ELL LATERAL PIPE WITH 45 PSI PRESSURE REGULATOR 5 3 4 4 3 R 5 1. LATERAL AND EMITTER SPACING DEPENDS ON SOIL TYPE. NOTES: PVC LATERAL PIPE PVC SCH 40 TEE OR ELL RAIN BIRD EASY FIT COMPRESSION ADAPTER EASY FIT COMPRESSION COUPLING: RAIN BIRD MDCFCOUP LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE LD-XX-XX OR 1/2-INCH POLYETHYLENE PIPE: RAIN BIRD XBS BLACK STRIPE TUBING EASY FIT COMPRESSION COUPLNG: RAIN BIRD MDCFCOUP EASY FIT COMPRESSION FLUSH CAP: RAIN BIRD MDCFCAP NOTE: 1. LAND F/X IRRIGATION WAS UTILIZED TO DESIGN THE IRRIGATION SYSTEM. 2. MAINLINE, LATERAL PIPE & CONTROL VALVES SHOWN IN HARDSCAPE/BUILDINGS AREA'S OR OUTSIDE OF PROPERTY LINES IS FOR CLARITY ONLY. INSTALL PIPE AND EQUIPMENT IN GREEN SPACE AND WITHIN PROPERTY LINES. 1.REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3. ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE. 4.PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS, THE SMALLEST LATERAL, PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3 4". 5. ALL RISERS SHALL BE STAKED WITH A 1" METAL DOWEL AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. RISERS AND DOWEL SHALL BE PAINTED FLAT BLACK. 6. ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 7. THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 8.CONTROL WIRE SHALL BE 14-1 UF DIRECT BURIAL COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRE. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAINBIRD "SNAP-TITE" CONNECTORS. 9. ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA IN SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH, AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGE BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN ARE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATIONS IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 12. FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 13. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION, (BY OTHERS, NOT A PART OF THIS CONTRACT) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 14. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 15. THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWNS, CODES AND REGULATIONS. 16. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 17. THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. A COPY OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE AS-BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 18. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 19. SLEEVES SHALL BE PLACE UNDER PAVEMENT AS SHOWN ON PLANS AND SHALL BE A MINIMUM OF 2X THE SIZE OF THE IRRIGATION PIPE. 20. CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK, SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. 21. ALL IRRIGATION PIPES, SPRINKLER CAPS AND VALVE BOX COVERS SHALL BE PURPLE TO DENOTE REUSE WATER. CONTRACTOR TO PROVIDE SIGNAGE AT ALL PROJECT ENTRANCES DENOTING REUSE IRRIGATION WATER. SEE CIVIL PLAN FOR LOCATION AND DETAIL. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 1.5" Wire Conduit. 5,600 lf Run Required 2-Wire from controllers to 5,600 lf Service Townhome Buildings and common areas. 2 wire lot box 38 2_WIRE_CONDUIT_AND_WIRE_BOX_LEGEND VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 Rain Bird PESBR 1-1/2"Turf Rotor 48.70 41.5 0.6 in/h 2 Rain Bird PESBR 1-1/2"Turf Rotor 53.32 43.21 0.69 in/h 3 Rain Bird PESBR 1"Turf Spray 19.86 36.08 1.26 in/h 4 Rain Bird PESBR-PRS-D (2)1"Area for Dripline 3.59 25.02 0.43 in/h 5 Rain Bird PESBR 1-1/2" Turf Spray 28.04 36.96 1.26 in/h 6 Rain Bird PESBR 1-1/2"Turf Rotor 49.14 41.89 0.58 in/h 7 Rain Bird PESBR 1-1/2" Turf Spray 25.78 41.56 0.55 in/h 8 Rain Bird PESBR-PRS-D (2) 1-1/2"Bubbler 23.00 31.37 3.4 in/h 9 Rain Bird PESBR 1-1/2" Turf Spray 46.98 37.62 0.71 in/h 10 Rain Bird PESBR 1-1/2"Turf Rotor 50.15 36.84 0.68 in/h 11 Rain Bird PESBR-PRS-D (2) 1-1/2"Bubbler 19.00 29.09 3.4 in/h 12 Rain Bird PESBR 1-1/2"0.00 Unknown 13 Rain Bird PESBR 1-1/2"Turf Rotor 42.59 35.53 0.72 in/h 14 Rain Bird PESBR-PRS-D (2) 1-1/2"Bubbler 29.00 28.01 3.4 in/h 15 Rain Bird PESBR 1-1/2" Turf Spray 40.33 36.47 0.69 in/h 16 Rain Bird PESBR 1"Turf Spray 26.62 37.42 0.68 in/h 18 Rain Bird PESBR-PRS-D (2)1"Area for Dripline 10.26 23.15 0.43 in/h 19 Rain Bird PESBR 1"Turf Rotor 21.91 35.17 0.54 in/h 20 Rain Bird PESBR 1"Turf Rotor 25.09 41.38 0.57 in/h 21 Rain Bird PESBR 1"Turf Spray 22.00 35.91 0.54 in/h 22 Rain Bird PESBR-PRS-D (2)1" Bubbler 9.00 26.37 3.4 in/h 23 Rain Bird PESBR 1"Turf Rotor 20.09 35.04 0.68 in/h 24 Rain Bird PESBR 1"Turf Rotor 13.69 41.26 0.56 in/h 25 Rain Bird PESBR-PRS-D (2)1" Bubbler 19.00 25.75 3.4 in/h 26 Rain Bird PESBR 1-1/2"Turf Rotor 33.10 40.67 0.53 in/h 27 Rain Bird PESBR 1-1/2"Turf Rotor 33.10 40.77 0.58 in/h 28 Rain Bird PESBR 1-1/2"Turf Rotor 58.29 42.7 0.59 in/h 29 Rain Bird PESBR 1-1/2" Turf Spray 43.45 39.64 0.62 in/h 30 Rain Bird PESBR 1-1/2" Turf Spray 50.72 34.49 0.64 in/h 31 Rain Bird PESBR 1-1/2"Turf Rotor 36.56 35.65 0.53 in/h 32 Rain Bird PESBR 1-1/2"Turf Rotor 52.96 41.19 0.65 in/h 33 Rain Bird PESBR-PRS-D (2) 1-1/2"Bubbler 33.00 29.14 3.4 in/h 34 Rain Bird PESBR 1-1/2"Turf Rotor 40.85 40.28 0.79 in/h 35 Rain Bird PESBR 1"Turf Spray 17.94 35.23 1.13 in/h 36 Rain Bird PESBR 1"Turf Spray 23.25 37.06 1.19 in/h 37 Rain Bird PESBR-PRS-D (2) 1-1/2"Bubbler 32.00 30.32 3.4 in/h Common Wire 2,475 IRRIGATION SYSTEM GREEN FEATURES: 1. COMMUNITY IRRIGATION WELL TO PROVIDE IRRIGATION TO THE COMMON AREAS, BUFFERS, AND INDIVIDUAL LOTS. 2. CENTRAL IRRIGATION CONTROL PLATFORM, SMART WATER APPLICATION TECHNOLOGY (SWAT) TO REGULATE ALL IRRIGATION APPLICATIONS ON SITE. 3. 2-WIRE IRRIGATION CONTROLLER WITH INTEGRATED VALVE MODULE TO SUPPORT SWAT IRRIGATION PLATFORM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Rain Bird 1806 (MPR) 15 Strip Series Turf Spray 6.0" Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. 34 30 Rain Bird 1806 (MPR) 8 Series MPR Turf Spray 6.0" Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. 369 30 Rain Bird 1806 (MPR) 10 Series MPR Turf Spray 6.0" Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. 73 30 Rain Bird 1806 (MPR) 12 Series MPR Turf Spray 6.0" Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. 8 30 Rain Bird 1806 (MPR) 15 Series MPR Turf Spray 6.0" Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. 82 30 Rain Bird 1804-1400 Flood Tree Bubbler 1401 Flood Bubbler 4.0" popup 172 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS Rain Bird 5006-R-NP-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Non-Potable Purple Cover. Pressure Regulating. 110 35 24' Rain Bird 5006-R-NP-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Non-Potable Purple Cover. Pressure Regulating. 15 35 30' Rain Bird 5006-R-NP-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Non-Potable Purple Cover. Pressure Regulating. 78 35 34' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Area to Receive Dripline Rain Bird XFCV-06-18 XFCV On-Surface Landscape Dripline with a Heavy-Duty 3.5 psi Check Valve. 0.6 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. Great for elevation change. Specify XF insert fittings. 2,981 s.f. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR 1", 1-1/2", and 2" Durable Chlorine-Resistant Valves for Reclaimed Water Applications. With Scrubber Mechanism Technology, and Purple Flow Control Handle. 26 Rain Bird PESBR-PRS-D (2) 1", 1-1/2", and 2" Durable Chlorine-Resistant Valves for Reclaimed Water Applications. With Scrubber Mechanism Technology, Purple Flow Control Handle, and Pressure Regulator Module. 8 Febco 825YA 1" Reduced Pressure Backflow Preventer 1 Rain Bird ESP-LXD with (1) ESPLXD-SM75 Two-Wire Decoder Commercial Controller. 125 Stations. UV-Resistant, Outdoor-Rated, Plastic Locking Wall-Mountable Case. Available in the US market, International, European, or Australian Markets. 1 Rain Bird RSD-BEx Rain Sensor, with metal latching bracket, extension wire. 2 Rain Bird IQ-CM-LXD Connection Module provides IQNet High-Speed Data Cable Connections for ESP-LXD/ESP-LXIVM Controller. Installs in ESP-LXD/ESP-LXIVM Zero Module Slot. 1 Water Meter 1-1/2" 1 1/2" Potable Water meter 1 7.5 HP, 4" WELL MIN 75 GPM, MIN. 75 PSI @ 140 TDH. SINGLE PHASE 1 Irrigation Lateral Line: PVC Class 200 SDR 21 15,640 l.f. Irrigation Mainline: PVC Class 200 SDR 21 2,409 l.f. Q TQ FHT Q TQ FHT 1408140414021401 C1 RG CC M1 #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION_SCHEDULE 2 09.16.21Revised per staff commentswgm3 12.14.21Revised per staff commentswgm1112 695 34" Laural Oak 696 699 816 957 960 961 10" 12" 13" 15" 15" 15" 12" 10" 10" 12" 13" 971 (Specimen) 28" HICKORY 972 (Specimen) 30" HICKORY FLAG POLE BOLLARD (TYP)20' U T I L I T Y E S M T ORB 3 2 4 0 , P G 1 0 6 4 20' UTILITY ESMTORB 3240, PG 1064TV TRPM 3 4" 3 4" 12" 1" 1" 3 4" 1"114" 1" 114" 3 4" 3 4" 1" 114" 114" 12" 112" 3 4" 3 4"12" 1" 1" 114" 12" 3 4" 12" 3 4" 12" 114" 112" 12"12" 3 4" 12" 3 4"1" 12" 12" 114" 114" 12" 12" 112" 114" 114" 1" 12" 12" 3 4" 3 4" 1" 12" 12" 12" 3 4" 3 4" 1" 1" 114" 112" 112" 12" 12" 3 4" 12" 1" 112" 12"2" 12" 114" 12" 112" 212" 212" 212" 212" 12" 12" 2" 3 4"12" 3 4"1" 12" 12"114" 12" 12" 1" 1" 1" 1" 112" 114" 2" 212" 212" 12" 3 4" 12" 3 4" 3 4" 3 4" 12" 3 4" 3.594 1" 12" 12" 3 4" 12" 12"3 4" 3 4" 1" 12" 3 4" 1" 114" 3 4" 112" 28.05 112" 3 4" 1" 25.57 112" 83.00 112" 47.99 112" 7.0711 112" 52.412 112" 49.213 112" 6.0515 112" 26.616 1" 10.318 1" 21.919 1" 25.120 1" 20.123 1" 13.724 1" C2 RG 12" 114"112" 17.935 1" 23.336 1" 114" 114" 1" 3 4" 1" 1" 1" 12" 1" 3 4" 1" CC 12" 3 4" 12" 3 4" 3 4" 3 4" 114" 114" 112" 112" 2" 12" 3 4"3 4" 2" 212" 12" 3 4" 12" 12" 3 4" 212" 12" 3 4" 12" 3 4" 3 4" 1" 1" 114" 114" 112" 112" 12" 2" 2" 33.010 112" 3 4" 2" 212" 12" 12" 12" 12" 12" 3 4" 12" 2" 2" 12" 12" 3 4" 3 4" 1" 1" 114" 12" 112" 12" 114" 20.014 112" 12" 12" 3 4"3 4" 1" 1" 114" 12" 114" 12" 12" 3 4" 3 4" 1" 1" 114" 114" 112" 12" 3 4" 3 4" 1" 114" 112" 112" 114" 112" 12" 3 4" 112" 3 4"2" 2"......5:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:0 5 : 0 5 : 0 5 : 0 5 : 0 5 : 0 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date: daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com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evised per staff commentswgm3 12.14.21Revised per staff commentswgm3RLQWRICRQQHFWLRQ WR)XWXUH5HFODLP,UULJDWLRQ 6HHCLYLO(QJLQHHULQJ3ODQV 1113 6 196197 198 199 260 261262 264 507 508 517 518 519 532533 534 535 538 539 542 545 (Specimen) 30" HICKORY 547 62629" Laurel Oak 627 628 695 34" Laural Oak 696 699 971 (Specimen)972 (Specimen)EASEMENT 315' ACCESS ESMTORB 4056, PG 42815' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 15' W A T E R , S E W E R & DR A I N A G E E A S E M E N T ORB 4 0 4 6 , P G 8 9 6 16 PM 1" 3 4" 1" 114" 3 4" 3 4" 1" 114" 114" 12" 112" 3 4" 12" 1" 12" 12" 12" 3 4" 12" 3 4" 1"1" 112"112" 3 4" 1" 114" 112" 2" 3 4" 1" 114" 112" 2" 12" 3 4" 12" 3 4" 1" 1" 114" 114" 1" 2" 12" 3 4" 1" 1" 114" 114" 112" 212" 3 4" 3 4"12" 1" 1" 114" 12"12" 3 4" 12" 12" 1" 1"12" 12" 114" 112" 3 4" 2" 12"12" 3 4" 12"2" 2" 3 4"12"1" 3 4" 3 4" 114" 12" 3 4" 12"3 4" 1" 2" 3 4" 3 4" 12" 1" 114" 212" 12" 3 4" 3 4" 12" 3 4" 12" 3 4" 12" 12" 3 4" 3 4" 3 4" 114" 3 4" 112"112" 2" 12" 3 4" 1" 12" 1" 114" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4"1" 3 4" 3 4" 112" 112" 12" 114" 2" 212" 12" 3 4" 12"3 4" 12" 3 4" 12" 3 4" 12"3 4" 114"12" 3 4" 1" 12" 12" 12" 12" 3 4" 12" 12" 12"12" 3 4" 12" 3 4" 3 4" 114" 114" 112" 12" 12" 112" 12"3 4" 12" 12" 1" 1"3 4" 12" 3 4" 12" 1" 114" 114" 114" 114" 21.01 112" 3.594 1" 12" 12" 3 4" 12" 12"3 4" 3 4" 1" 12" 3 4" 1" 114" 3 4" 112" 28.05 112" 3 4" 1" 26.616 1" 10.318 1" 21.919 1" 25.120 1" 2519.0 1" 2633.1 112" 2733.1 112" 2858.3 112" 43.529 112" 50.730 112" 36.631 112" 3253.0 112" 3337.0 112" 3429.9 112" RG C2 RG C1 12" 114"112" 17.935 1" 23.336 1" 32.037 112" 1" 12" 114" 12" 3 4" 12" 3 4" 1" 12" 1" 114" 12"12" 12" 114" 112" 1"2" 1" 3 4" 1" 1" 1" 12" CC 12" 3 4" 3 4" 1" 1" 114" 12"114" 114" 112" 12" 3 4" 3 4" 1" 1" 114" 114" 112" 112" 112" 212" 12" 3 4" 1" 12" 3 4" 12" 12" 3 4" 3 4" 1"114" 114" 1 12" 3 4" 12" 2" 114" 12" 12" 3 4" 12" 12" 114" 12" 114" 3 4" 112" 12" 12" 12" 1"12" 1"12" 114" 12" 3 4" 114"112" 12" 3 4" 3 4" 1" 12"3 4" 3 4" 1" 1"1" 114" 12" 3 4" 12" 12" 3 4"2" 12" 3 4" 3 4" 1" 114"114" 233.2 112" 12" 3 4" 12" 12"......5:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:05:0SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date: daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.com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evised per staff commentswgm3 12.14.21Revised per staff commentswgm3RLQWRICRQQHFWLRQ WR)XWXUH5HFODLP,UULJDWLRQ 6HHCLYLO(QJLQHHULQJ3ODQV 1114 1 12" SQ Aluminum Channel Top Rail 3" Post sq Aluminum With Cap 1 12" sq Aluminum Channel Bottom Rail Finish Grade5'-0"2"8' max 34" Pickets 3" o.c Maximum 2" Max from Grade 7° Drain Pipe Gravel Ht VariesSee Civil EngPlansFinish Grade Retaining Wall Per Civil Engineering Plans Aluminum Fence to be installed with retaining wall construction. Contractor to provide Structural Engineering and Mounting Method Wall cap 18"24"1 1/2"4 1/2"32"12"12"12" DIRTDRAIN TROUGH MUSHROOM PB REMOVABLE CAP 10" SS PIPE WATER IN LFN-9 VACUUM BREAKER GA-1 FLOW CONTROL WATER OUT WATER MUSHROOM PB FINISH GRADE PEA GRAVEL (4" PERFORATED PIPE) RECOMMENDATION ONLY 12' OF PIPE 2' X 2' X 12' GRAVEL BED MUST APPLY ADHESIVE CAULKING TO BOTTOM OF SURFACE MOUNT FLANGE REMOVABLE CAP SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.comWinter Springs, FloridaHickory GroveLandscape PlansHARDSCAPE ELEMENTS20234 nts March 21 H-401 ELEVATION TOT LOT B Or Equal. Color to be selected by owner ELEVATION POND RETAINING WALLAOr Equal. Color to be selected by owner ELEVATION DOG WASTE STATIONC OR EQUAL ELEVATION PARK BENCHDOr Equal. Color to be selected by owner ELEVATION BIKE RACKEOr Equal. Color to be selected by owner ELEVATION 5' ALUMINUM FENCEF ELEVATION TRASH RECEPTACLEGOr Equal. Color to be selected by owner SECTION RETAINING WALL WITH FENCEGContractor to provide Structural Engineering for Retaining Wall System.1 06.25.21Revised per staff commentswgmELEVATION SHADE STRUCTUREhOr Equal. Color to be selected by owner ELEVATION POND FOUNTAINI 2 09.16.21Revised per staff commentswgmSECTION DOG FOUNTAINJ 3 12.14.21Revised per staff commentswgm1115 SCALE SHEET PROJECT NO.BYDATEREV.DESCRIPTIONDATE Date:daly design group inc.Urban Planning, Landscape Architecture, Project Management, Development Consulting913 N Pennsylvania Ave, Winter Park, FL 32789 (407) 740-7373 www.dalydesign.comWinter Springs, FloridaHickory GroveLandscape PlansHARDSCAPE ELEMENTS20234 nts March 21 H-402 ELEVATION DECORATIVE STREET LIGHTA SECTION TUSKAWILLA RD STREETSCAPEF ELEVATION DECORATIVE STREET SIGNSB DETAIL DECORATIVE STREET SIGNSC DETAIL DECORATIVE CAPSD LIGHTING NOTESE 27'-0" 5'-0" 22'-0" 10" Cal. Street Tree Bench on Concrete Pad within Project Boundary Ex. On-Street Parking Low Ground Cover and Decorative GrassesShrubs and Low Ground Covers Landscape and Furnishing zone Property Line Sod Property Line 6'-0"5'-0" Street Tree Zone Ex. On-Street Parking Proposed 4" cal. Street Tree Lot Tree SECTION BLUMBERG BLVD STREETSCAPEG Finish GradeFinish Grade 1 06.25.21Revised per staff commentswgmUnderstory Tree Shrubs and Low Ground Covers ELEVATION SOLAR POWERED LIGHT FIXTUREH 2 09.16.21Revised per staff commentswgmoptional alternative 6'-0" 6' Sidewalk 3 12.14.21Revised per staff commentswgm6' Sidewalk 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 #9841474 v1 ARTICLES OF INCORPORATION OF HICKORY GROVE COMMUNITY ASSOCIATION, INC. (A FLORIDA NOT-FOR-PROFIT CORPORATION) 1126 #9841474 v1 TABLE OF CONTENTS Page 1. Name of Corporation……………………………………………………………… ................................. 1 2. Principal Office ................................................................................................................................. 1 3. Registered Office - Registered Agent .............................................................................................. 1 4. Definitions ........................................................................................................................................ 1 5. Purpose of the Association .............................................................................................................. 1 6. Not for Profit ..................................................................................................................................... 1 7. Powers of the Association ................................................................................................................ 1 8. Voting Rights .................................................................................................................................... 2 9. Board of Directors ............................................................................................................................ 2 10. Dissolution ........................................................................................................................................ 3 11. Duration ............................................................................................................................................ 3 12. Amendments. ................................................................................................................................... 3 13. Limitations. ....................................................................................................................................... 4 14. Officers ............................................................................................................................................. 4 15. Indemnification of Officers and Directors ......................................................................................... 4 16. Transactions in Which Directors or Officers are Interested ............................................................. 4 1127 1 #9841474 v1 ARTICLES OF INCORPORATION OF HICKORY GROVE COMMUNITY ASSOCIATION, INC. (A FLORIDA NOT-FOR-PROFIT CORPORATION) In compliance with the requirements of the laws of the State of Florida, and for the purpose of forming a not-for-profit corporation, the undersigned does hereby acknowledge: 1. Name of Corporation. The name of the corporation is HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation (the “Association”). 2. Principal Office. The principal office of the Association is 2450 Maitland Center Pkwy., Suite 300, Maitland, Florida 32751. 3. Registered Office - Registered Agent. The street address of the Registered Office of the Association is 401 East Jackson Street, Suite 2100, Tampa, Florida 33602. The name of the Registered Agent of the Association is: STEARNS WEAVER MILLER WEISSLER ALHADEFF & SITTERSON, P.A. C/O CHRISTIAN F. O’RYAN, ESQ. 4. Definitions. The COMMUNITY DECLARATION FOR HICKORY GROVE (the “Declaration”) will be recorded in the Public Records of Seminole County, Florida, and shall govern all of the operations of a community to be known as HICKORY GROVE. All initially capitalized terms not defined herein shall have the meanings set forth in the Declaration. 5. Purpose of the Association. The Association is formed to: (i) provide for ownership, operation, maintenance and preservation of the Common Areas, and improvements thereon; (ii) perform the duties delegated to it in the Declaration, Bylaws and these Articles; and (iii) administer the rights and interests of the Association and the Owners. 6. Not for Profit. The Association is a not-for-profit Florida corporation and does not contemplate pecuniary gain to, or profit for, its members. 7. Powers of the Association. The Association shall, subject to the limitations and reservations set forth in the Declaration, have all the powers, privileges and duties reasonably necessary to discharge its obligations, including, but not limited to, the following: 7.1 To perform all the duties and obligations of the Association set forth in the Declaration and Bylaws, as herein provided; 7.2 To enforce, by legal action or otherwise, the provisions of the Declaration, the Bylaws, the Community Standards, and all rules, regulations, covenants, restrictions and agreements governing or binding the Association and HICKORY GROVE; 7.3 To operate and maintain the SMS. The Association shall operate, maintain and manage the SMS in a manner consistent with the Permit requirements and applicable SJRWMD rules, and shall assist in the enforcement of the provisions of the Declaration that relate to the SMS. The Association shall levy and collect adequate assessments against members of the Association for the costs of maintenance and operation of the SMS. Assessments shall be used for the maintenance and repair of the SMS and mitigation or preservation areas, including, but not limited to, work within retention areas, drainage structures, and drainage easements; 7.4 To fix, levy, collect and enforce payment, by any lawful means, of all Assessments pursuant to the terms of the Declaration, these Articles and the Bylaws; 7.5 To pay all Operating Expenses, including, but not limited to, all licenses, taxes or 1128 2 #9841474 v1 governmental charges levied or imposed against the property of the Association; 7.6 To acquire (by gift, purchase or otherwise), annex, own, hold, improve, build upon, operate, maintain, convey, grant rights and easements, sell, dedicate, lease, transfer or otherwise dispose of real or personal property (including the Common Areas) in connection with the functions of the Association except as limited by the Declaration; 7.7 To borrow money, and (i) if prior to the Turnover Date, upon the approval of (a) a majority of the Board; and (b) the prior written consent of the Declarant, or (ii) from and after the Turnover Date, approval of (a) a majority of the Board; and (b) fifty-one percent (51%) of the Voting Interests present (in person or by proxy) at a duly noticed meeting of the members, mortgage, pledge, deed in trust, or hypothecate any or all of its real or personal property as security for money borrowed or debts incurred, including without limitation, the right to collateralize any such indebtedness with the Association’s Assessment collection rights; 7.8 To dedicate, grant, license, lease, concession, create easements upon, sell or transfer all or any part of HICKORY GROVE to any public agency, entity, authority, utility or other person or entity for such purposes and subject to such conditions as it determines and as provided in the Declaration; 7.9 To participate in mergers and consolidations with other non-profit corporations organized for the same purposes; 7.10 To adopt, publish, promulgate or enforce rules, regulations, covenants, restrictions or agreements governing the Association, HICKORY GROVE, the Common Areas, Lots, Parcels and Homes as provided in the Declaration and to effectuate all of the purposes for which the Association is organized; 7.11 To have and exercise any and all powers, rights, and privileges which a corporation organized under Chapter 617 or Chapter 720, Florida Statutes by law may now or hereafter have or exercise; 7.12 To employ personnel and retain independent contractors to contract for management of the Association, HICKORY GROVE, and the Common Areas as provided in the Declaration and to delegate in such contract all or any part of the powers and duties of the Association; 7.13 To contract for services to be provided to, or for the benefit of, the Association, Owners, the Common Areas, and HICKORY GROVE as provided in the Declaration, such as, but not limited to, telecommunications services, maintenance, garbage pick-up, and utility services; 7.14 To establish committees and delegate certain of its functions to those committees; 7.15 To have the power to sue and be sued; 7.16 To take any other action necessary or desirable to carry out any purpose for which the Association has been organized; and 7.17 To enter into agreements with other homeowners associations, property associations or other third parties, including, without limitation, any cost-sharing agreements or agreements to acquire licenses, leaseholds, memberships, and other possessory or use interests in other lands or facilities outside of HICKORY GROVE, including, but not limited to, facilities, country clubs, golf courses, marinas, submerged land, parking areas, conservation areas, recreational amenities facilities, and other facilities. Pursuant to Section 720.31(6), Florida Statutes (2021), the Association is hereby expressly authorized to enter into such agreements upon the approval of a majority of the Board, and without any vote of the members of the Association, regardless of when the Association enters into such agreement. 8. Voting Rights. Owners and the Declarant shall have the voting rights set forth in the Declaration. 1129 3 #9841474 v1 9. Board of Directors. The affairs of the Association shall be managed by a Board of odd number with not less than three (3) or more than five (5) members. The initial number of Directors shall be three (3). Board members shall be appointed and/or elected as stated in the Bylaws. After the Turnover Date, the election of Directors shall be held at the annual meeting. The names and addresses of the members of the first Board who shall hold office until their successors are appointed or elected, or until removed, are as follows: Derek Lovett 2450 Maitland Center Pkwy, Ste. 300 Maitland, FL 32751 Jon Droor 2450 Maitland Center Pkwy, Ste. 300 Maitland, FL 32751 Braden Chenot 2450 Maitland Center Pkwy, Ste. 300 Maitland, FL 32751 10. Dissolution. In the event of the dissolution of the Association other than incident to a merger or consolidation, any member may petition the Circuit Court having jurisdiction of the Judicial Circuit of the State of Florida for the appointment of a receiver to manage the affairs of the dissolved Association and to manage the Common Areas, in the place and stead of the Association, and to make such provisions as may be necessary for the continued management of the affairs of the dissolved Association and its properties. In the event of termination, dissolution or final liquidation of the Association, the responsibility for the operation and maintenance of the SMS must be transferred to, and accepted by, an entity that would comply with Rule 62-330.310, Florida Administrative Code (2021), and the Environmental Resource Permit Applicant’s Handbook Volume I, Section 12.3, and be approved in writing by SJRWMD prior to such termination, dissolution or liquidation. 11. Duration. Existence of the Association shall commence with the filing of these Articles with the Secretary of State, Tallahassee, Florida. The Association shall exist in perpetuity. 12. Amendments. 12.1 General Restrictions on Amendments. Notwithstanding any other provision herein to the contrary, no amendment to these Articles shall affect the rights of the Declarant unless such amendment receives the prior written consent of the Declarant which may be withheld for any reason whatsoever. If the prior written approval of any governmental entity or agency having jurisdiction is required by applicable law or governmental regulation for any amendment to these Articles, then the prior written consent of such entity or agency must also be obtained. No amendment shall be effective until it is recorded in the Public Records. 12.2 Amendments prior to the Turnover. Prior to the Turnover, but subject to the general and specific restrictions on amendments set forth above, the Declarant shall have the right to amend these Articles as it deems appropriate, without the joinder or consent of any person or entity whatsoever, except to the extent limited by applicable law as of the date the Declaration is recorded. The Declarant’s right to amend under this Section is to be construed as broadly as possible. In the event that the Association shall desire to amend these Articles prior to the Turnover, the Association must first obtain the Declarant’s prior written consent to any proposed amendment. An amendment identical to that approved by the Declarant may be adopted by the Association pursuant to the requirements for amendments from and after the Turnover. The Declarant shall join in such identical amendment so that its consent to the same will be reflected in the Public Records. 12.3 Amendments From and After the Turnover. After the Turnover, but subject to the general and specific restrictions on amendments set forth above, these Articles may be amended with the approval of (i) a majority of the Board; and (ii) fifty-one percent (51%) of the Voting Interests present (in person or by proxy) at a duly noticed meeting of the members. 12.4 Compliance with HUD, FHA, VA, FNMA, GNMA and SJRWMD. Prior to the Turnover, the Declarant shall have the right to amend these Articles, from time to time, to make such changes, 1130 4 #9841474 v1 modifications and additions therein and thereto as may be requested or required by HUD, FHA, VA, FNMA, GNMA, SJRWMD, or any other governmental agency or body as a condition to, or in connection with such agency’s or body’s regulatory requirements or agreement to make, purchase, accept, insure, guaranty or otherwise approve loans secured by mortgages on Lots. No approval or joinder of the Association, other Owners, or any other party shall be required or necessary to such amendment. After the Turnover, but subject to the general restrictions on amendments set forth above, the Board shall have the right to amend these Articles, from time to time, to make such changes, modifications and additions therein and thereto as may be requested or required by HUD, FHA, VA, FNMA, GNMA, SJRWMD or any other governmental agency or body as a condition to, or in connection with such agency’s or body’s regulatory requirements or agreement to make, purchase, accept, insure, guaranty or otherwise approve loans secured by mortgages on Lots. In addition, the Board may amend these Articles as it deems necessary or appropriate to make the terms of these Articles consistent with applicable law in effect from time to time. No approval or joinder of the Owners, or any other party shall be required or necessary to any such amendments by the Board. Any such amendments by the Board shall require the approval of a majority of the Board. 13. Limitations. 13.1. Declaration is Paramount. No amendment may be made to these Articles which shall in any manner reduce, amend, affect or modify the terms, conditions, provisions, rights and obligations set forth in the Declaration. 13.2. Rights of Declarant. There shall be no amendment to these Articles which shall abridge, reduce, amend, effect or modify the rights of the Declarant. 13.3. Bylaws. These Articles shall not be amended in a manner that conflicts with the Bylaws. 14. Officers. The Board shall elect a President, Vice President, Secretary, Treasurer, and as many Vice Presidents, Assistant Secretaries and Assistant Treasurers as the Board shall from time to time determine. The names and addresses of the Officers who shall serve until their successors are elected by the Board are as follows: President: Derek Lovett 2450 Maitland Center Pkwy., Ste. 300 Maitland, FL 32751 Vice President: Jon Droor 2450 Maitland Center Pkwy., Ste. 300 Maitland, FL 32751 Secretary/Treasurer: Braden Chenot 2450 Maitland Center Pkwy., Ste. 300 Maitland, FL 32751 15. Indemnification of Officers and Directors. The Association shall and does hereby indemnify and hold harmless every Director and every Officer, their heirs, executors and administrators, against all loss, cost and expenses reasonably incurred in connection with any action, suit or proceeding to which such Director or Officer may be made a party by reason of being or having been a Director or Officer of the Association, including reasonable counsel fees and paraprofessional fees at all levels of proceeding. This indemnification shall not apply to matters wherein the Director or Officer shall be finally adjudged in such action, suit or proceeding to be liable for or guilty of gross negligence or willful misconduct. The foregoing rights shall be in addition to, and not exclusive of, all other rights to which such Director or Officers may be entitled. 16. Transactions in Which Directors or Officers are Interested. No contract or transaction between the Association and one (1) or more of its Directors or Officers or the Declarant, or between the Association and any other corporation, partnership, association, or other organization in which one (1) or more of its officers or directors are Officers, Directors or employees or otherwise interested shall be invalid, void or voidable solely for this reason, or solely because the Officer or Director is present at, or participates in, meetings of the Board thereof which authorized the contract or transaction, or solely 1131 5 #9841474 v1 because said Officers’ or Directors’ votes are counted for such purpose. No Director or Officer of the Association shall incur liability by reason of the fact that such Director or Officer may be interested in any such contract or transaction. Interested Directors shall disclose the general nature of their interest and may be counted in determining the presence of a quorum at a meeting of the Board which authorized the contract or transaction. [Signatures on the Following Page] 1132 6 #9841474 v1 IN WITNESS WHEREOF, for the purpose of forming this corporation under the laws of the State of Florida, the undersigned, being the Incorporator of this Association, has executed these Articles of Incorporation as of this _______ day of ___________________________, 2021. ___________________________ Christian F. O’Ryan, Esq. Incorporator 401 East Jackson Street, Suite 2100 Tampa, Florida 33602 1133 7 #9841474 v1 ACCEPTANCE BY REGISTERED AGENT The undersigned, having been named to accept service of process for the above-stated corporation at the place designated in this certificate, hereby agrees to act in this capacity, and is familiar with, and accepts, the obligations of this position and further agrees to comply with the provisions of all statutes relative to the proper and complete performance of its duties. Dated this _______ day of _________________________, 2021. STEARNS WEAVER MILLER WEISSLER ALHADEFF & SITTERSON, P.A. By: Christian F. O’Ryan, Esq. Registered Office: 401 East Jackson Street, Ste. 2100 Tampa, Florida 33602 Principal Corporation Office: 2450 Maitland Center Pkwy., Ste. 300 Maitland, Florida 32751 1134 #9292831 v2 BYLAWS OF HICKORY GROVE COMMUNITY ASSOCIATION, INC. (A FLORIDA NOT-FOR-PROFIT CORPORATION) 1135 HICKORY GROVE Bylaws #9292831 v2 TABLE OF CONTENTS 1. Name and Location .......................................................................................................................... 1  2. Definitions ........................................................................................................................................ 1  3. Members .......................................................................................................................................... 1  4. Board of Directors ............................................................................................................................ 3  5. Meeting of Directors ......................................................................................................................... 4  6. Powers and Duties of the Board ...................................................................................................... 5  7. Obligations of the Association .......................................................................................................... 6  8. Officers and Their Duties ................................................................................................................. 7  9. Committees ...................................................................................................................................... 8  10. Records ............................................................................................................................................ 8  11. Corporate Seal ................................................................................................................................. 8  12. Amendments .................................................................................................................................... 8  13. Conflict ............................................................................................................................................. 9  14. Fiscal Year ....................................................................................................................................... 9  15. Miscellaneous .................................................................................................................................. 9  1136 1 HICKORY GROVE Bylaws #9292831 v2 BYLAWS OF HICKORY GROVE COMMUNITY ASSOCIATION, INC. 1. Name and Location. The name of the corporation is HICKORY GROVE COMMUNITY ASSOCIATION, INC. (the “Association”). The principal office of the corporation shall be located at 2450 Maitland Center Pkwy., Suite 300, Maitland, Florida 32751, or at such other location determined by the Board of Directors (the “Board”) from time to time.Definitions. The definitions contained in the COMMUNITY DECLARATION FOR HICKORY GROVE (the “Declaration”) relating to the residential community known as HICKORY GROVE, recorded, or to be recorded, in the Public Records of Seminole County, Florida, are incorporated herein by reference and made a part hereof. In addition to the terms defined in the Declaration, the following terms shall have the meanings set forth below: “Minutes” shall mean the minutes of all member and Board meetings, which shall be in the form required by the Florida Statutes. In the absence of governing Florida Statutes, the Board shall determine the form of the minutes. “Official Records” shall mean all records required to be maintained by the Association pursuant to Section 720.303(4), Florida Statutes (2021). 3. Members. 3.1 Voting Interests. Each Owner and the Declarant shall be a member of the Association. No person who holds an interest in a Lot only as security for the performance of an obligation shall be a member of the Association. Membership shall be appurtenant to, and may not be separated from, ownership of any Lot. There shall be one (1) vote appurtenant to each Lot. Prior to the Turnover, the Declarant shall have Voting Interests equal to nine (9) votes per Lot owned; provided, however, as to land which is annexed or added pursuant to the terms of the Declaration, the Declarant shall be entitled to fourteen (14) votes per acre or fraction thereof contained within a Parcel, until such time as the Parcel is platted, whereupon the Declarant shall be entitled to nine (9) votes per Lot in lieu of the votes per acre. Thereafter, the Declarant shall have Voting Interests equal to one (1) vote for each Lot owned. For the purposes of determining who may exercise the Voting Interest associated with each Lot, the following rules shall govern: 3.1.1 Home Owned By Legally Married Couple. Either spouse (but not both) may exercise the Voting Interest with respect to a Lot. In the event the spouses cannot agree, neither may exercise the Voting Interest. 3.1.2 Trusts. In the event that any trust owns a Lot, the Association shall have no obligation to review the trust agreement with respect to such trust. By way of example, if the Lot is owned by Robert Smith, as Trustee, Robert Smith shall be deemed the Owner of the Lot for all Association purposes. If the Lot is owned by Robert Smith as Trustee for the Laura Jones Trust, then Robert Smith shall be deemed the member with respect to the Lot for all Association purposes. If the Lot is owned by the Laura Jones Trust, and the deed does not reference a trustee, then Laura Jones shall be deemed the member with respect to the Lot for all Association purposes. If the Lot is owned by the Jones Family Trust, the Jones Family Trust may not exercise its Voting Interest unless it presents to the Association, in the form of an attorney opinion letter or affidavit reasonably acceptable to the Association, the identification of the person who should be treated as the member with respect to the Lot for all Association purposes. If Robert Smith and Laura Jones, as Trustees, hold title to a Lot, either trustee may exercise the Voting Interest associated with such Lot. In the event of a conflict between trustees, the Voting Interest for the Lot in question cannot be exercised. In the event that any other form of trust ownership is presented to the Association, the decision of the Board as to who may exercise the Voting Interest with respect to any Lot shall be final. The Association shall have no obligation to obtain an attorney opinion letter in making its decision, which may be made on any reasonable basis whatsoever. 3.1.3 Corporations. If a Lot is owned by a corporation, the corporation shall designate a person, an officer, employee, or agent who shall be treated as the member who can exercise the Voting Interest associated with such Lot. 1137 2 HICKORY GROVE Bylaws #9292831 v2 3.1.4 Limited Liability Companies. If a Lot is owned by a limited liability company, the company shall designate a person, an officer, employee, or agent who shall be treated as the member who can exercise the Voting Interest associated with such Lot. 3.1.5 Partnerships. If a Lot is owned by a limited partnership, any one of the general partners may exercise the Voting Interest associated with such Lot. By way of example, if the general partner of a limited partnership is a corporation, then the provisions hereof governing corporations shall govern which person can act on behalf of the corporation as general partner of such limited partnership. If a Lot is owned by a general partnership, any one of the general partners may exercise the Voting Interest associated with such Lot. In the event of a conflict among general partners entitled to exercise a Voting Interest, the Voting Interest for such Lot cannot be exercised. 3.1.6 Multiple Individuals. If a Lot is owned by more than one individual, any one of such individuals may exercise the Voting Interest with respect to such Lot. In the event that there is a conflict among such individuals, the Voting Interest for such Lot cannot be exercised. 3.1.7 Liability of the Association. The Association may act in reliance upon any writing or instrument or signature, whether original or by Electronic Transmission, which the Association, in good faith, believes to be genuine, may assume the validity and accuracy of any statement or assertion contained in such a writing or instrument, and may assume that any person purporting to give any writing, notice, advice or instruction in connection with the provisions hereof has been duly authorized to do so. So long as the Association acts in good faith, the Association shall have no liability or obligation with respect to the exercise of Voting Interests, and no election shall be invalidated (in the absence of fraud) on the basis that the Association permitted or denied any person the right to exercise a Voting Interest. In addition, the Board may impose additional requirements respecting the exercise of Voting Interests (e.g., the execution of a Voting Certificate). 3.2 Annual Meetings. The annual meeting of the members (the “Annual Members Meeting”) shall be held at least once each calendar year on a date, at a time, and at a place to be determined by the Board. 3.3 Special Meetings of the Members. Special meetings of the members (a “Special Members Meeting”) may be called by the President, a majority of the Board, or upon written request of twenty percent (20%) of the Voting Interests of the members. The business to be conducted at a Special Members Meeting shall be limited to the extent required by Florida Statutes. 3.4 Notice of Members Meetings. Written notice of each members meeting shall be given by, or at the direction of, any officer of the Board or any management company retained by the Association. A copy of the notice shall be given to each member entitled to vote, not less than ten (10) days before the meeting (provided, however, in the case of an emergency, two (2) days’ notice will be deemed sufficient), unless otherwise required by Florida law. Written notice is effective (i) when mailed, if mailed postpaid and correctly addressed to the members’ address last appearing on the books; or (ii) when transmitted by any form of Electronic Transmission. The notice shall specify the place, day, and hour of the meeting and, in the case of a Special Members Meeting, the purpose of the meeting. Alternatively, and to the extent not prohibited by the Florida Statutes, as amended from time to time, the Board may, by majority consent, adopt from time to time, other procedures for giving notice to the members of the Annual Members Meeting or a Special Members Meeting. By way of example, and not of limitation, such notice may be included in a newsletter sent to each member. 3.5 Quorum of Members. Until the Turnover, a quorum shall be established by the Declarant’s presence, in person or by proxy, at any meeting. After the Turnover, a quorum for purposes of conducting business shall be established by the presence, in person or by proxy, of the members entitled to cast twenty percent (20%) of the total Voting Interests. To the extent permitted by applicable law, as amended from time to time, members may attend members’ meetings and vote as if physically present via telephone, real-time videoconferencing, or similar real-time electronic or video communication. A member’s attendance via telephone, real-time videoconferencing, or similar real-time 1138 3 HICKORY GROVE Bylaws #9292831 v2 electronic or video communication shall count toward the quorum requirements as if such member was physically present. In the event members elect not to be physically present at a members’ meeting, a speaker must be used so that the conversation of such members may be heard by the Board or committee members attending in person as well as by any Owners present at the meeting. Notwithstanding the foregoing or any other provision of these Bylaws to the contrary, members may attend and participate via telephone, real-time videoconferencing, or similar real-time electronic or video communication only if a majority of the Board approved such manner of attendance. 3.6 Adjournment of Members Meetings. If, however, a quorum shall not be present at any members meeting, the meeting may be adjourned as provided in the Florida Statutes. In the absence of a provision in the Florida Statutes, the members present shall have power to adjourn the meeting and reschedule it on another date. 3.7 Action of Members. Decisions that require a vote of the members must be made by a concurrence of a majority of the Voting Interests present in person or by proxy, represented at a meeting at which a quorum has been obtained unless provided otherwise in the Declaration, the Articles, or these Bylaws. 3.8 Proxies. At all meetings, members may vote their Voting Interests in person or by proxy. In addition, to the extent permitted by the Board and to extent the Association adopted technology that facilitates voting remotely, members may also cast their votes utilizing such technology and participating via telephone, real-time videoconferencing, or similar real-time electronic or video communication. All proxies shall comply with the provisions of Section 720.306(8), Florida Statutes (2021), as amended from time to time, be in writing, and be filed with the Secretary at, or prior to, the meeting. Proxyholders may also attend and/or participate via telephone, real-time videoconferencing, or similar real-time electronic or video communication so long as the proxies are delivered to the Secretary at or prior to the meeting and otherwise in compliance with this Section 3.8. Every proxy shall be revocable prior to the meeting for which it is given. 4. Board of Directors. 4.1 Number. The affairs of the Association shall be managed by a Board consisting of no less than three (3) persons and no more than five (5) persons. Board members appointed by the Declarant need not be members of the Association. Board members elected by Owners must be members of the Association. Pursuant to Section 720.307(2), Florida Statutes (2021) Owners are entitled to elect one (1) member of the Board (the “Pre-Turnover Director”) when fifty percent (50%) of all the Lots ultimately planned for HICKORY GROVE are conveyed to Owners, provided the Owners exercise such right. In the event the Owners do not exercise the right to elect the Pre-Turnover Director, then a vacancy on the Board shall occur and the remaining members of the Board may fill such vacancy. 4.2 Term of Office. The term of office for the Pre-Turnover Director shall end at the next Annual Members Meeting after the Pre-Turnover Director’s election, or on the date the Turnover election takes place (the “Turnover Date”), whichever occurs first. In the event that the Pre-Turnover Director’s term expires at the Annual Members Meeting, a new Pre-Turnover Director shall be elected by the Owners at the next Annual Members Meeting or on the Turnover Date, whichever occurs first, with the election process repeated thereafter until Turnover. Except with respect to the Pre-Turnover Director, the election of Directors shall take place after the Declarant no longer has the authority to appoint a majority Board and shall take place on the Turnover Date. On the Turnover Date the members shall elect three (3) Directors: one (1) Director for a term of one (1) year, one (1) Director for a term two (2) years, and one (1) Director for a term of three (3) years. The candidates receiving the most votes shall be elected to office. Of such candidates receiving the most votes, the candidate with the most votes shall serve as the Director for three (3) years; the candidate receiving the second highest number of votes shall serve as Director for two (2) years; and the candidate receiving the least amount of votes shall serve as Director for one (1) year. At each Annual Members Meeting thereafter, the members shall elect the appropriate number of Directors for a term of two (2) years. Each Director’s respective term shall end upon the election of new Directors at the Annual Members Meeting (except that the term of any Director appointed by the Declarant shall extend until the date designated by the Declarant, or until the Turnover Date). 1139 4 HICKORY GROVE Bylaws #9292831 v2 4.3 Removal. Any vacancy created by the resignation or removal of a Board member appointed by the Declarant may be replaced by the Declarant. The Declarant may replace or remove any Board member appointed by the Declarant in the Declarant’s sole and absolute discretion. In the event of death or resignation of a Director elected by the members, the remaining Directors may fill such vacancy. Directors may be removed with or without cause by the vote or agreement in writing of members holding a majority of the Voting Interests. 4.4 Compensation. No Director shall receive compensation for any service rendered as a Director to the Association; provided, however, any Director may be reimbursed for actual expenses incurred as a Director. 4.5 Action Taken Without a Meeting. Except to the extent prohibited by law, the Board shall have the right to take any action without a meeting by obtaining the written approval of the required number of Directors. Any action so approved shall have the same effect as though taken at a meeting of Directors. 4.6 Appointment and Election of Directors. Until the Turnover, the Declarant shall have the unrestricted power to appoint a majority of the Directors of the Association. Subject to the Declarant’s right to appoint a Director as permitted by Section 720.307(3), Florida Statutes (2021), from and after the expiration of the Turnover, or such earlier date determined by the Declarant in its sole and absolute discretion, the members shall elect Directors of the Association at or in conjunction with the Annual Members Meeting. 4.7 Nomination. Prior to each election at which Owners are entitled to elect any of the Directors, the Board shall prescribe (and communicate to the members) the opening date and the closing date of a reasonable filing period (“Candidate Filing Period”) in which every eligible person who has an interest in serving as a Director may file as a candidate for such Director position. The Board may also appoint a Nominating Committee to make nominations for election of Directors to the Board. A Nominating Committee, if appointed, shall consist of a Chairman, who shall be a member of the Board of Directors, and two (2) or more members of the Association. Any Nominating Committee shall serve for a term of one (1) year or until its successors are appointed. In preparation for each election, the Nominating Committee, if appointed, shall meet and make as many nominations for election to the Board as it shall in its discretion determine, but in no event less than the number of Directors’ positions to be filled at such election. Any member may nominate himself or herself as a candidate by notice to the Nominating Committee (or to the Secretary if there is no Nominating Committee) within the Candidate Filing Period. 4.8 Election. Each member may cast as many votes as the member has under the provisions of the Declaration, for each vacancy on which such member is entitled to vote. If the number of candidates nominated is equal to or less than the number of positions to be filled, then those candidates shall be deemed elected without the necessity of a vote. If the number of candidates nominated exceeds the number of positions to be filled, an election shall be held, and the person receiving the largest number of votes cast by the members (for each vacancy on which such members are entitled to vote) is elected. Cumulative voting is not permitted. So long as required by Section 720.306(9), Florida Statutes (2021), any election dispute between a member and the Association shall be resolved by binding arbitration with the Division of Florida Condominiums, Timeshares, and Mobile Homes in the Department of Business and Professional Regulation or filed with a court of competent jurisdiction. Any challenge to the election process must be commenced within sixty (60) days after the election results are announced. 5. Meeting of Directors. 5.1 Regular Meetings. Regular meetings of the Board shall be held on a schedule adopted by the Board from time to time. Meetings shall be held at such place and hour as may be fixed, from time to time, by resolution of the Board. 5.2 Special Meetings. Special meetings of the Board shall be held when called by the President, or by any two (2) Directors. Each Director shall be given not less than two (2) days’ notice 1140 5 HICKORY GROVE Bylaws #9292831 v2 except in the event of an emergency. Notice may be waived. Attendance shall be a waiver of notice. Telephone conference meetings are permitted. 5.3 Emergencies. In the event of an emergency involving immediate danger of injury or death to any person or damage to property, if a meeting of the Board cannot be immediately convened to determine a course of action, the President or, in his absence, any other officer or director, shall be authorized to take such action on behalf of the Association as shall be reasonably required to appropriately respond to the emergency situation, including the expenditure of the Association funds in the minimum amount as may be reasonably required under the circumstances. The authority of officers to act in accordance herewith shall remain in effect until the first to occur of the resolution of the emergency situation or a meeting of the Board convened to act in response thereto. 5.4 Quorum. A majority of the number of Directors shall constitute a quorum for the transaction of business. Every act or decision done or made by a majority of the Directors present at a duly held meeting, at which a quorum is present, or in writing in lieu thereof, shall be an action of the Board. Directors may attend meetings via telephone, real-time videoconferencing, or similar real-time electronic or video communication. A Director’s participation in a meeting via telephone, real-time videoconferencing, or similar real-time electronic or video communication counts toward a quorum, and such Director may vote as if physically present. A speaker must be used so that the conversation of Directors not physically present may be heard by the Board, as well as by any members present at the meeting. Members may not attend Board meetings via telephone, real-time videoconferencing, or similar real-time electronic or video communication. 5.5 Open Meetings. Meetings of the Board, and of any committee of the Board, shall be open to all members. 5.6 Voting. Board members shall cast votes in the manner provided in the Florida Statutes. In the absence of a statutory provision, the Board shall establish the manner in which votes shall be cast. 5.7 Notice of Board Meetings. Notices of meetings of the Board shall be posted in a conspicuous place on the Common Areas at least 48 hours in advance, except in an event of an emergency. Alternatively, notice may be given to members in any other manner provided by Florida Statute, as amended from time to time. By way of example, and not of limitation, notice may be given in any newsletter distributed to the members. Written notice of Board meetings also may be provided when transmitted by any form of Electronic Transmission. For the purposes of giving notice, the area for notices to be posted selected by the Board shall be deemed a conspicuous place. Notwithstanding anything to the contrary herein, notice of any meeting of the Board at which an Assessment will be levied must be provided to all members at least fourteen (14) days before the meeting, which notice shall include a statement that Assessments will be considered at the meeting and the nature of the Assessments. 5.8 Electronic or Video Attendance. The Board may, by majority consent, permit any directors to participate in a regular or special meeting by, or conduct the meeting through the use of, any means of communication by which all Directors participating may simultaneously hear each other during the meeting, such as telephone, real-time videoconferencing, or similar real-time electronic or video communication. A Director participating in a meeting by this means is deemed to be present in person at the meeting. Notwithstanding any provision herein to the contrary, the meeting must be held at a location that is accessible to a physically handicapped person if requested by a physically handicapped person who has a right to attend the meeting. 6. Powers and Duties of the Board. 6.1 Powers. The Board shall have, subject to the limitations and reservations set forth in the Declaration and Articles, the powers reasonably necessary to manage, operate, maintain and discharge the duties of the Association, including, but not limited to, the power to cause the Association to do the following: 1141 6 HICKORY GROVE Bylaws #9292831 v2 6.1.1 General. Exercise all powers, duties and authority vested in or delegated to the Association by law and in these Bylaws, the Articles, and the Declaration, including without limitation, adopt budgets, levy Assessments, enter into contracts with Telecommunications Providers for Telecommunications Services. 6.1.2 Rules and Regulations. Adopt, publish, promulgate and enforce rules and regulations governing the use of HICKORY GROVE by the members, tenants and their guests and invitees, and to establish penalties and/or fines for the infraction thereof subject only to the requirements of the Florida Statutes, if any. 6.1.3 Enforcement. Suspend the right of use of the Common Areas (other than for vehicular and pedestrian ingress and egress and for utilities) of a member during any period in which such member shall be in default in the payment of any Assessment or charge levied, or collected, by the Association. 6.1.4 Declare Vacancies. Declare the office of a member of the Board to be vacant in the event such member shall be absent from three (3) consecutive regular Board meetings. 6.1.5 Hire Employees and/or Independent Contractors. Engage, on behalf of the Association, managers, independent contractors, or such other employees as it deems necessary, to prescribe their duties and delegate to such manager, contractor, etc., any or all of the duties and functions of the Association and/or its officers. 6.1.6 Common Areas. Acquire, sell, operate, lease, manage and otherwise trade and deal with property, real and personal, including the Common Areas, as provided in the Declaration, and with any other matters involving the Association or its members, on behalf of the Association or the discharge of its duties, as may be necessary or convenient for the operation and management of the Association and in accomplishing the purposes set forth in the Declaration. 6.1.7 Granting of Interest. Grant licenses, easements, permits, leases, or privileges to any individual or entity, which affect Common Areas and to alter, add to, relocate or improve the Common Areas as provided in the Declaration. 6.1.8 Financial Reports. Prepare all financial reports required by the Florida Statutes. 6.2 Vote. The Board shall exercise all powers so granted, except where the Declaration, Articles or these Bylaws specifically require a vote of the members. 6.3 Limitations. Until the Turnover, the Declarant shall have and is hereby granted a right to disapprove or veto any such action, policy, or program proposed or authorized by the Association, the Board, the ACC, any committee of the Association, or the vote of the members. This right may be exercised by the Declarant at any time within sixty (60) days following a meeting held pursuant to the terms and provisions hereof. This right to disapprove may be used to veto proposed actions but shall not extend to the requiring of any action or counteraction on behalf of the Association, the Board, the ACC or any committee of the Association. 7. Obligations of the Association. The Association, subject to the provisions of the Declaration, Articles, and these Bylaws shall discharge such duties as necessary to operate the Association pursuant to the Declaration, including, but not limited to, the following: 7.1 Official Records. Maintain and make available all Official Records; 7.2 Supervision. Supervise all officers, agents and employees of the Association, and to see that their duties are properly performed; 1142 7 HICKORY GROVE Bylaws #9292831 v2 7.3 Assessments and Fines. Fix and collect the amount of the Assessments and fines; take all necessary legal action; and pay, or cause to be paid, all obligations of the Association or where the Association has agreed to do so, of the members; and 7.4 Enforcement. Enforce the provisions of the Declaration, Articles, these Bylaws, and Rules and Regulations. 8. Officers and Their Duties. 8.1 Officers. The officers of this Association shall be a President, a Vice President, a Secretary, and a Treasurer. 8.2 Election of Officers. After the Turnover, and except as set forth herein, the election of officers shall be by the Board and shall take place at the first meeting of the Board following each Annual Members Meeting. 8.3 Term. The officers named in the Articles shall serve until their replacement by the Board. The officers of the Association shall hold office until their successors are appointed or elected unless such officer shall sooner resign, be removed, or otherwise disqualified to serve. 8.4 Special Appointment. The Board may elect such other officers as the affairs of the Association may require, each of whom shall hold office for such period, have such authority, and perform such duties as the Board may, from time to time, determine. 8.5 Resignation and Removal. Any officer may be removed from office, with or without cause, by the Board. Any officer may resign at any time by giving written notice to the Board. Such resignation shall take effect on the date of receipt of such notice or at any later time specified therein. Acceptance of such resignation shall not be necessary to make it effective. 8.6 Vacancies. A vacancy in any office shall be filled by appointment by the Board. The officer appointed to such vacancy shall serve for the remainder of the term of the replaced officer. 8.7 Multiple Offices. The office of President and Vice-President shall not be held by the same person. All other offices may be held by the same person. 8.8 Duties. The duties of the officers are as follows: 8.8.1 President. The President shall preside at all meetings of the Association and Board, sign all leases, mortgages, deeds and other written instruments and perform such other duties as may be required by the Board. The President shall be a member of the Board. 8.8.2 Vice President. The Vice President shall act in the place and stead of the President in the event of the absence, inability or refusal to act of the President, and perform such other duties as may be required by the Board. 8.8.3 Secretary. The Secretary shall record the votes and keep the Minutes of all meetings and proceedings of the Association and the Board; keep the corporate seal of the Association and affix it on all papers required to be sealed; serve notice of meetings of the Board and of the Association; keep appropriate current records showing the names of the members of the Association together with their addresses; and perform such other duties as required by the Board. 8.8.4 Treasurer. The Treasurer shall cause to be received and deposited in appropriate bank accounts all monies of the Association and shall disburse such funds as directed by the Board; sign, or cause to be signed, all checks, and promissory notes of the Association; cause to be kept proper books of account and accounting records required pursuant to the provisions of Section 720.303, Florida Statutes (2021), cause to be prepared in accordance 1143 8 HICKORY GROVE Bylaws #9292831 v2 with generally accepted accounting principles all financial reports required by the Florida Statutes; and perform such other duties as required by the Board. 9. Committees. 9.1 General. Subject to Section 617.0825, Florida Statutes (2021), the Board may appoint such committees as deemed appropriate, which committees may be comprised of all members, all directors, or a combination of the foregoing. The Board may fill any vacancies on all committees. 9.2 ACC. The Declarant shall have the sole right to appoint the members of the ACC until the Community Completion Date. Upon expiration of the right of the Declarant to appoint members of the ACC, the Board shall appoint the members of the ACC. As provided under the Declaration, the Association shall have the authority and standing to seek enforcement in courts of competent jurisdiction any decisions of the ACC. 10. Records. The official records of the Association shall be available for inspection by any member at the principal office of the Association. Copies may be purchased, by a member, at a reasonable cost. The Association may comply with an official records request by making the records available to a member electronically via the Internet or by allowing the records to be viewed in electronic format on a computer screen and printed upon request. The Association must allow a member to use a portable device, including a smartphone, tablet, portable scanner, or any other technology capable of scanning or taking photographs, to make an electronic copy of the official records in lieu of the Association providing the member with a copy of such records. The Association may not charge a fee to a member for the use of a portable device. 11. Corporate Seal. The Association may have an impression seal in circular form. 12. Amendments. 12.1 General Restrictions on Amendments. Notwithstanding any other provision herein to the contrary, no amendment to these Bylaws shall affect the rights of the Declarant unless such amendment receives the prior written consent of the Declarant which may be withheld for any reason whatsoever. If the prior written approval of any governmental entity or agency having jurisdiction is required by applicable law or governmental regulation for any amendment to these Bylaws, then the prior written consent of such entity or agency must also be obtained. No amendment shall be effective until it is recorded in the Public Records. 12.2 Amendments Prior to the Turnover. Prior to the Turnover, the Declarant shall have the right to amend these Bylaws as it deems appropriate, without the joinder or consent of any person or entity whatsoever, except as limited by applicable law as it exists and is effective on the date the Declaration is recorded in the Public Records or except as expressly set forth herein. The Declarant’s right to amend under this provision is to be construed as broadly as possible. In the event the Association shall desire to amend these Bylaws prior to the Turnover, the Association must first obtain the Declarant’s prior written consent to any proposed amendment. An amendment identical to that approved by the Declarant may be adopted by the Association pursuant to the requirements for amendments from and after the Turnover. Thereafter, the Declarant shall join in such identical amendment so that its consent to the same will be reflected in the Public Records. 12.3 Amendments From and After the Turnover. After the Turnover, but subject to the general restrictions on amendments set forth above, these Bylaws may be amended with the approval of (i) a majority of the Board; and (ii) fifty-one percent (51%) of the Voting Interests present (in person or by proxy) at a duly called meeting of the members. Notwithstanding the foregoing, these Bylaws may be amended after the Turnover by a majority of the Board acting alone to change the number of Directors on the Board and their respective terms. Such change shall not require the approval of the members. Any change in the number of Directors shall not take effect until the next Annual Members Meeting. 12.4 Compliance with HUD, FHA, VA, FNMA, GNMA and SJRWMD. Prior to the Turnover, the Declarant shall have the right to amend these Bylaws, from time to time, to make such changes, 1144 9 HICKORY GROVE Bylaws #9292831 v2 modifications and additions therein and thereto as may be requested or required by HUD, FHA, VA, FNMA, GNMA, SJRWMD, or any other governmental agency or body as a condition to, or in connection with such agency’s or body’s regulatory requirements or agreement to make, purchase, accept, insure, guaranty or otherwise approve loans secured by mortgages on Lots. No approval or joinder of the Association, other Owners, or any other party shall be required or necessary to such amendment. After the Turnover Date, but subject to the general restrictions on amendments set forth above, the Board shall have the right to amend these Bylaws, from time to time, to make such changes, modifications and additions therein and thereto as may be requested or required by HUD, FHA, VA, FNMA, GNMA, SJRWMD or any other governmental agency or body as a condition to, or in connection with such agency’s or body’s regulatory requirements or agreement to make, purchase, accept, insure, guaranty or otherwise approve loans secured by mortgages on Lots. No approval or joinder of the Owners, or any other party, shall be required or necessary to any such amendments by the Board. Any such amendments by the Board shall require the approval of a majority of the Board. 13. Conflict. In the case of any conflict between the Articles and these Bylaws, the Articles shall control. In the case of any conflict between the Declaration and these Bylaws, the Declaration shall control. 14. Fiscal Year. The first fiscal year shall begin on the date of incorporation and end on December 31st of that year. Thereafter, the fiscal year of the Association shall begin on the first day of January and end on the 31st day of December of every year. 15. Miscellaneous. 15.1 Florida Statutes. Whenever these Bylaws refers to the Florida Statutes, it shall be deemed to refer to the Florida Statutes as they exist and are effective on the date these Bylaws are recorded in the Public Records except to the extent provided otherwise as to any particular provision of the Florida Statutes. 15.2 Severability. Invalidation of any of the provisions of these Bylaws by judgment or court order shall in no way affect any other provision, and the remainder of these Bylaws shall remain in full force and effect. CERTIFICATION I, Derek Lovett, do hereby certify that: I am the duly elected and acting President of HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation; and, IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the seal of said Association this ______ day of ____________________, 2021. Derek Lovett, President (CORPORATE SEAL) 1145 HICKORY GROVE Declaration i #9841487 v1 PREPARED BY AND RETURN TO: Christian F. O’Ryan, Esq. Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A. 401 East Jackson Street, Suite 2100 Tampa, Florida 33602 COMMUNITY DECLARATION FOR HICKORY GROVE TABLE OF CONTENTS 1. Recitals ........................................................................................................ 1  2. Definitions .................................................................................................... 1  3. Plan of Development .................................................................................... 5  4. Amendment .................................................................................................. 6  5. Annexation and Withdrawal ......................................................................... 7  6. Dissolution .................................................................................................... 8  7. Binding Effect and Membership ................................................................... 8  8. Paramount Right of Declarant .................................................................... 10  9. Common Areas and Improvements ........................................................... 10  10. Maintenance by the Association ................................................................ 18  11. Maintenance by Owners ............................................................................ 22  12. Use Restrictions ......................................................................................... 26  13. Easement for Unintentional and Non-Negligent Encroachments .............. 35  14. Responsibility for Insurance, Repair and Replacement ............................. 36  15. Property Rights .......................................................................................... 38  16. Party Walls and Party Roofs ...................................................................... 41  17. Assessments .............................................................................................. 42  18. Information to Lenders and Owners ........................................................... 48  19. Architectural Control................................................................................... 49  20. Enforcement ............................................................................................... 53  21. Additional Rights of Declarant .................................................................... 55  22. Refund of Taxes and Other Charges ......................................................... 60  23. Assignment of Powers ............................................................................... 60  24. General Provisions ..................................................................................... 60  25. Stormwater Management System .............................................................. 63  26. Resolution of Disputes ............................................................................... 65  27. City of Winter Springs Architectural Requirements .................................... 67  Exhibits: Exhibit 1 – Legal Description Exhibit 2 – Articles of Incorporation Exhibit 3 – Bylaws Exhibit 4 – Permit 1146 HICKORY GROVE Declaration 1 #9841487 v1 COMMUNITY DECLARATION FOR HICKORY GROVE THIS COMMUNITY DECLARATION FOR HICKORY GROVE (this “Declaration”) is made this ____ day of __________________, 2021, by MATTAMY ORLANDO LLC, a Delaware limited liability company (the “Declarant”), joined by HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation (the “Association”). R E C I T A L S A. The Declarant is the record title owner of the real property located in Seminole County, Florida, more particularly described on Exhibit 1 attached hereto and incorporated herein by reference (“HICKORY GROVE”). B. The Declarant hereby desires to subject HICKORY GROVE to the covenants, conditions and restrictions contained in this Declaration. C. This Declaration is a covenant running with all of the land comprising HICKORY GROVE, and each present and future owner of interests therein and their heirs, successors and assigns are hereby subject to this Declaration. NOW THEREFORE, in consideration of the premises and mutual covenants contained in this Declaration, the Declarant hereby declares that every portion of HICKORY GROVE is to be held, transferred, sold, conveyed, used and occupied subject to the covenants, conditions, restrictions, easements, reservations, regulations, charges and liens hereinafter set forth. 1. Recitals. The foregoing recitals are true and correct and are incorporated into and form a part of this Declaration. 2. Definitions. In addition to the terms defined elsewhere in this Declaration, all initially capitalized terms herein shall have the following meanings: “ACC” shall mean the Architectural Control Committee for HICKORY GROVE established pursuant to Section 19.1 hereof. “Articles” shall mean the Articles of Incorporation of the Association filed with the Florida Secretary of State in the form attached hereto as Exhibit 2 and made a part hereof, as amended from time to time. “Assessments” shall mean any assessments made in accordance with this Declaration and as further defined in Section 17.1 hereof. “Association” shall mean HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not- for-profit corporation, its successors and assigns. “Board” shall mean the Board of Directors of the Association. “Bylaws” shall mean the Bylaws of the Association in the form attached hereto as Exhibit 3 and made a part hereof, as amended from time to time. “City” shall mean the City of Winter Springs, Seminole County, Florida. 1147 HICKORY GROVE Declaration 2 #9841487 v1 “Common Areas” shall mean any and all real property interests and personalty within HICKORY GROVE designated as Common Areas from time to time by the Declarant, by a Plat (as defined herein) or by a recorded amendment to this Declaration and provided for, owned, leased by, or dedicated to, the common use and enjoyment of the Owners (as defined herein) within HICKORY GROVE. The Common Areas may include, without limitation, the Recreational Facilities (as defined herein), the SMS (as defined herein), the Mail Delivery Center(s) (as defined herein), entrance features, buffer or landscaped areas, irrigation facilities for the Common Areas, open space areas, internal buffers, Retaining Walls (as defined herein), certain sidewalks, street lights, and commonly used utility facilities. NOTWITHSTANDING ANYTHING HEREIN CONTAINED TO THE CONTRARY, THE DEFINITION OF “COMMON AREAS” AS SET FORTH IN THIS DECLARATION IS FOR DESCRIPTIVE PURPOSES ONLY AND SHALL IN NO WAY BIND, OBLIGATE OR LIMIT THE DECLARANT TO CONSTRUCT OR SUPPLY ANY SUCH ITEM AS SET FORTH IN SUCH DESCRIPTION, THE CONSTRUCTION OR SUPPLYING OF ANY SUCH ITEM BEING IN THE DECLARANT’S SOLE DISCRETION. FURTHER, NO PARTY SHALL BE ENTITLED TO RELY UPON SUCH DESCRIPTION AS A REPRESENTATION OR WARRANTY AS TO THE EXTENT OF THE COMMON AREAS TO BE OWNED BY THE ASSOCIATION, EXCEPT AFTER CONSTRUCTION OF SUCH ITEM AND CONVEYANCE OF ANY SUCH ITEM TO THE ASSOCIATION. “Community Completion Date” shall mean the date upon which all Homes in HICKORY GROVE, as ultimately planned and as fully developed, have been conveyed by the Declarant to Owners. “Community Standards” shall mean such architectural and design standards, if any, established by the Declarant or the ACC pursuant to Section 19.5 hereof. “Contractors” shall have the meaning set forth in Section 19.12.2 hereof. “County” shall mean Seminole County, Florida. “Declarant” shall mean MATTAMY ORLANDO LLC, a Delaware limited liability company, or any successor or assign who has or takes title to any portion of the property described in Exhibit 1 for development and/or sale and who is designated as the Declarant in a written instrument which the immediately preceding Declarant executes. The Declarant shall have the right to assign all or a portion of any rights granted to the Declarant in this Declaration. The Declarant shall also have the right to assign all or a portion of any obligations of the Declarant in this Declaration. In the event of a partial assignment of some, but not all, of the Declarant’s rights and/or obligations, the assignee shall not be deemed the Declarant hereunder, but may exercise only those rights, or shall be responsible for only those obligations, of the Declarant assigned to such assignee. “Declaration” shall mean this COMMUNITY DECLARATION FOR HICKORY GROVE, together with all amendments, supplements, and modifications thereof. “Electronic Transmission” shall mean any form of communication, not directly involving the physical transmission or transfer of paper, which creates a record that may be retained, retrieved, and reviewed by a recipient and which may be directly reproduced in a comprehensible and legible paper form by such recipient through an automated process. Examples of Electronic Transmission include, without limitation, telegrams, facsimile transmissions and text that is sent via electronic mail between computers. Electronic Transmission may be used to communicate with only those members of the Association who consent in writing to receiving notice by Electronic Transmission. Consent by a member to receive notice by Electronic Transmission shall be revocable by the member only by delivery of written notice to the Board. “Governing Documents” shall mean this Declaration, the Articles, the Bylaws, the Rules and Regulations, the Community Standards, and any applicable Supplemental Declaration all as amended from time to time. 1148 HICKORY GROVE Declaration 3 #9841487 v1 “HICKORY GROVE” shall have the meaning set forth in the recitals hereof subject to additions and deletions thereto as permitted pursuant to the terms of this Declaration. “Home” shall mean a residential dwelling and appurtenances thereto constructed on a Lot within HICKORY GROVE. The term Home may not reflect the same division of property as reflected on the Plat. A Home shall be deemed created and have perpetual existence upon the issuance of a final or temporary Certificate of Occupancy for such residence; provided, however, the subsequent loss of such Certificate of Occupancy (e.g., by casualty or remodeling) shall not affect the status of a Home, or the obligation of an Owner to pay Assessments with respect to such Home. The term “Home” includes any interest in land, improvements, or other property appurtenant to the Home. “Immediate Family Members” shall mean regardless of actual or perceived sexual orientation, gender identity or legal marital status, the individuals living as a family unit in the Home, including, without limitation, the Owner’s child, spouse or domestic partner, parent, grandparent, or any other person living in the Home who qualifies as a “Family Member” as defined under FHA Single Family Housing Policy Handbook 4000.1. No person shall qualify as an Immediate Family Member unless such person is living with the Owner within the Home. All references to “family members” of Owners used in this Declaration shall mean “Immediate Family Members.” “Individual Assessments” shall have the meaning set forth in Section 17.2.5 hereof. “Initial Contribution” shall have the meaning set forth in Section 17.11 hereof. “Installment Assessments” shall have the meaning set forth in Section 17.2.1 hereof. “Lender” shall mean (i) the institutional and licensed holder of a first mortgage encumbering a Lot or Home or (ii) the Declarant and its affiliates, to the extent the Declarant or its affiliates finance the purchase of a Home or Lot initially or by assignment of an existing mortgage. “Lessee” shall mean the lessee named in any written lease respecting a Home who is legally entitled to possession of any Home within HICKORY GROVE. “Lot” shall mean any platted lot shown on the Plat. The term “Lot” includes any interest in land, improvements, or other property appurtenant to the Lot, including, without limitation, a Home. “Lot Wall/Fence” shall mean any fence or wall built as part of the original construction of two or more Homes that is placed (or any part of which is placed) on the dividing line or platted lot line between the Lots of such Homes. The term “Lot Wall/Fence” shall not include Retaining Walls. “Master Plan” shall mean collectively any full or partial concept plan for the development of HICKORY GROVE, as it exists as of the date of recording this Declaration, regardless of whether such plan is currently on file with one or more governmental agencies. The Master Plan is subject to change as set forth herein. The Master Plan is not a representation by the Declarant as to the development of HICKORY GROVE, as the Declarant reserves the right to amend all or part of the Master Plan from time to time. “Operating Expenses” shall mean all actual and estimated costs and expenses of operating the Association as provided herein. Operating Expenses may include, without limitation, the following: all costs of ownership, maintenance, operation, and administration of the Common Areas, including, without limitation, the Recreational Facilities, the Mail Delivery Center(s), the SMS, and Retaining Walls; all amounts payable by the Association under the terms of this Declaration; all costs of community lighting including up-lighting and entrance lighting; all amounts payable in connection with any private street lighting agreement between the Association and a utility provider or other third party entity, if any; all amounts payable in connection with irrigation costs incurred by the Association for Common Area 1149 HICKORY GROVE Declaration 4 #9841487 v1 irrigation; costs of utilities; amounts payable to a Telecommunications Provider for Telecommunications Services furnished to Owners, if any; any fees due under a bulk service agreement entered into on behalf of the Owners by the Association or the Declarant, if any; taxes; insurance; bonds; salaries; management fees; professional fees; service costs; costs of supplies; maintenance, repair, replacement, and refurbishment costs; all amounts payable in connection with Association sponsored social events; and any and all costs relating to the discharge of the Association’s obligations hereunder, or as determined to be part of the Operating Expenses by the Board. By way of example, and not of limitation, Operating Expenses shall include all of the Association’s legal expenses and costs relating to or arising from the enforcement and/or interpretation of this Declaration. Notwithstanding anything to the contrary herein, Operating Expenses shall not include Reserves. “Owner” shall mean the record title owner (whether one or more persons or entities) of fee simple title to any Lot. The term “Owner” shall not include the Declarant, even after the Turnover Date. “Parcel” shall mean a platted or unplatted lot, tract, unit or other subdivision of real property upon which a Home has been, or will be, constructed. Once improved, the term Parcel shall include all improvements thereon and appurtenances thereto. The term Parcel, as used herein, may include more than one Lot. “Party Roof” shall mean any roof built as part of the original construction of two or more single family attached Homes and any replacement thereof. “Party Wall” shall mean any wall built as part of the original construction of two or more single family attached Homes that is placed on the dividing line or platted lot line between the Lots of such Homes. “Permit” shall collectively mean Permit No. _____________ issued by SJRWMD (as defined herein), a copy of which is attached hereto as Exhibit 4, as amended or modified from time to time. “Plat” shall mean any plat of any portion of HICKORY GROVE filed in the Public Records (as defined herein), from time to time. This definition shall be automatically amended to include any replat or the plat of any additional phase of HICKORY GROVE, as such phase is added to this Declaration. “Public Records” shall mean the Public Records of Seminole County, Florida. “Resale Contribution” shall have the meaning set forth in Section 17.12 hereof. “Reserves” shall have the meaning set forth in Section 17.2.4 hereof. “Rules and Regulations” shall mean the Rules and Regulations governing HICKORY GROVE as adopted from time to time. Nothing herein shall preclude any Supplemental Declaration or other recorded covenants applicable to any portion of HICKORY GROVE from containing additional restrictions or provisions that are more restrictive than the Rules and Regulations. The Board shall have the right to take enforcement action against any Owner to compel compliance with the Rules and Regulations. “SJRWMD” shall mean the St. Johns River Florida Water Management District. “Special Assessments” shall mean those Assessments more particularly described as Special Assessments in Section 17.2.2 hereof. “Supplemental Declaration” shall mean and refer to an instrument filed in the Public Records pursuant to Section 5.1 which subjects additional property to this Declaration, designates neighborhoods or service areas, creates additional classes of members, and/or imposes, expressly or by reference, additional restrictions and obligations on the land described in such instrument. The Declarant may, by 1150 HICKORY GROVE Declaration 5 #9841487 v1 Supplemental Declaration, create additional classes of membership, with such rights, privileges and obligations as may be specified in such Supplemental Declaration, in recognition of the different character and intended use of the property subject to such Supplemental Declaration. “Stormwater Management System” or “SMS” shall mean a system which is designed and constructed or implemented to control discharges which are necessitated by rainfall events, incorporating methods to collect, convey, store, absorb, inhibit, treat, use or reuse water to prevent or reduce flooding, overdrainage, environmental degradation, and water pollution or otherwise affect the quantity and quality of discharges from the system, as permitted pursuant to Chapter 62-330, Florida Administrative Code (2021) and includes those works authorized by SJRWMD pursuant to the Permit. The SMS will be part of the Common Areas and will be operated and maintained by the Association. “Telecommunications Provider” shall mean any party contracting with the Association to provide Owners with one or more Telecommunications Services. With respect to any particular Telecommunications Services, there may be one or more Telecommunications Providers. “Telecommunications Services” shall mean delivered entertainment services, if provided, or none at all; all services that are typically and in the future identified as telecommunication services; cable television services; and data transmission services. Without limiting the foregoing, such Telecommunications Services may include the development, promotion, marketing, advertisement, provision, distribution, maintenance, transmission, and servicing of any of the foregoing services. The term Telecommunications Services is to be construed as broadly as possible. “Title Documents” shall have the meaning set forth in Section 24.8 hereof. “Turnover” shall mean the transfer of operation of the Association by the Declarant to Owners. “Turnover Date” shall mean the date on which transition of control of the Association from the Declarant to Owners occurs. “Use Fees” shall have the meaning set forth in Section 17.2.3 hereof. “Voting Interest” shall mean and refer to the appurtenant vote(s) of each Lot and/or Parcel located within HICKORY GROVE, which shall include the voting interests of the Declarant. 3. Plan of Development. 3.1 Plan. The planning process for HICKORY GROVE is an ever-evolving one and must remain flexible in order to be responsible to and accommodate the needs of the community. Subject to the Title Documents and any other Agreements (as defined herein), the Declarant may and has the right to develop HICKORY GROVE and adjacent property owned by the Declarant into residences, comprised of homes, villas, coach homes, townhomes, patio homes, single-family homes, estate homes, multi-family homes, condominiums, rental apartments, and other forms of residential dwellings. The existence at any point in time of walls, fences, landscape screens, or berms is not a guaranty or promise that such items will remain or form part of HICKORY GROVE as finally developed. 3.2 Governing Documents. The Governing Documents create a general plan of development for HICKORY GROVE which may be supplemented by additional covenants, restrictions and easements applicable to any portion of HICKORY GROVE. In the event of a conflict between or among the Governing Documents and the additional covenants or restrictions, and/or the provisions of any other articles of incorporation, bylaws, rules or policies, the Governing Documents shall control. Nothing in this Section shall preclude any Supplemental Declaration or other recorded covenants applicable to any portion of HICKORY GROVE from containing additional restrictions or provisions that are more restrictive than the provisions of this Declaration. All provisions of the Governing Documents shall apply to all 1151 HICKORY GROVE Declaration 6 #9841487 v1 Owners and to all occupants of Homes, as well as their respective Lessees, guests and invitees. Any Lease Agreement (as defined herein) for a Home within HICKORY GROVE shall provide that the Lessee and all occupants of the leased Home shall be bound by the terms of the Governing Documents. Specific requirements for Lessees are set forth in this Declaration. If there is any conflict between the Declaration, the Articles, the Bylaws and the provisions of Florida law as it exists as of the date of recording this Declaration, then the provisions of Florida law as it exists as of the date of recording this Declaration, the provisions of the Declaration, the Articles and the Bylaws, in that order, shall prevail. 3.3 Site Plans and Plats. Site plans, construction plans or the Plat may identify some of the Common Areas within HICKORY GROVE. The description of Common Areas on the Plat, construction plans or site plans, is subject to change and the notes on a Plat, construction plan, or site plan are not a guarantee of what improvements will be constructed as Common Areas. Site plans and renderings used by the Declarant in its marketing efforts may illustrate the types of improvements that may be constructed as Common Areas, but such site plans or other depictions are not a guarantee of what improvements will actually be constructed. Each Owner should not rely on the Plat or any site plans or other renderings used for illustration purposes, as this Declaration governs the rights and obligations of the Declarant and Owners with respect to the Common Areas. The Declarant shall have the unrestricted right, without approval or joinder of any other person or entity, to replat all or any part of HICKORY GROVE owned by the Declarant or reconfigure any Lot or other land owned by the Declarant, for purposes including, without limitation, extending or relocating any right-of-way shown on the Plat or converting any Lot or portion thereof to use as a right-of-way, provided the Declarant owns the lands affected by or subject to such change. 3.4 Rentals. From time to time, the Declarant and/or its affiliates may market and/or sell Homes in HICKORY GROVE to investors or to buyers who may not occupy their Homes as their primary residence. In addition, the Declarant and/or its affiliates may own Homes within HICKORY GROVE and may lease such Homes to occupants. Consequently, Homes in HICKORY GROVE may be leased to or occupied by persons other than the record title owner of such Home. Notwithstanding anything contained herein to the contrary, there are no restrictions in this Declaration that (i) limit the total number of Homes in HICKORY GROVE that can be leased; (ii) require the record title owner of a Home to reside in the Home as a primary or secondary residence; or (iii) require the record title owner of a Home to occupy the Home for a specified period of time before such record title owner can rent it to a third party. 4. Amendment. 4.1 General Restrictions on Amendments. Notwithstanding any other provision herein to the contrary, no amendment to this Declaration or the other Governing Documents shall affect the rights of the Declarant unless such amendment receives the prior written consent of the Declarant, which consent may be withheld for any reason whatsoever. No amendment shall alter the provisions of this Declaration benefiting Lenders without the prior approval of the Lender(s) enjoying the benefit of such provisions. If the prior written approval of any governmental entity or agency having jurisdiction is required by applicable law or governmental regulation for any amendment to this Declaration, then the prior written consent of such entity or agency must also be obtained. All amendments to this Declaration must comply with Section 25.2 which benefits SJRWMD. No amendment to this Declaration shall be effective until it is recorded in the Public Records. 4.2 No Vested Rights. Each Owner by acceptance of a deed to a Home or Lot irrevocably waives any claim that such Owner has any vested rights pursuant to case law or statute with respect to this Declaration or any of the other Governing Documents. It is expressly intended that the Declarant and the Association have the broad right to amend this Declaration and the other Governing Documents, except as limited by applicable law as it exists on the date this Declaration is recorded in the Public Records or except as expressly set forth herein. 4.3 Amendments Prior to the Turnover. Prior to the Turnover, the Declarant shall have the right to amend this Declaration, the Community Standards, and/or the Rules and Regulations as it deems 1152 HICKORY GROVE Declaration 7 #9841487 v1 appropriate, without the joinder or consent of any person or entity whatsoever, except as limited by applicable law as it exists on the date this Declaration is recorded in the Public Records or except as expressly set forth herein. Such amendments may include, without limitation, (i) the creation of easements for telecommunications systems, utility, drainage, ingress and egress and roof overhangs over any portion of HICKORY GROVE; (ii) additions or deletions from HICKORY GROVE and/or the properties comprising the Common Areas; (iii) changes in the Rules and Regulations; (iv) changes in the Community Standards; (v) changes in maintenance, repair and replacement obligations; and (vi) modifications of the use restrictions for Homes. The Declarant’s right to amend under this provision is to be construed as broadly as possible. By way of example, and not as a limitation, the Declarant may create easements over, under and across Lots conveyed to Owners provided that such easements do not prohibit the use of Homes on such Lots as residential dwellings. In the event the Association shall desire to amend this Declaration, the Community Standards, and/or the Rules and Regulations prior to the Turnover, the Association must first obtain the Declarant’s prior written consent to any proposed amendment. Thereafter, an amendment identical to that approved by the Declarant may be adopted by the Association pursuant to the requirements for adopting amendments from and after the Turnover as provided in Section 4.4 below. The Declarant shall join in the identical amendment to the Declaration so that its consent to the same will be reflected in the Public Records. To the extent legally required, each Owner shall be deemed to have granted to the Declarant, and thereafter, the Association, an irrevocable power of attorney, coupled with an interest, for the purposes herein expressed. 4.4 Amendments after the Turnover. After the Turnover, but subject to the general and specific restrictions on amendments set forth herein, this Declaration may be amended with the approval of (i) a majority of the Board; and (ii) fifty-one percent (51%) of the Voting Interests present (in person or by proxy) at a duly noticed meeting of the members of the Association at which there is a quorum. 4.5 Compliance with HUD, FHA, VA, FNMA, GNMA and SJRWMD. Notwithstanding any provision of this Declaration to the contrary, prior to the Turnover, the Declarant shall have the right to amend this Declaration, from time to time, to make such changes, modifications and additions therein and thereto as may be requested or required by HUD, FHA, VA, FNMA, GNMA, SJRWMD, or any other governmental agency or body as a condition to, or in connection with such agency’s or body’s regulatory requirements or agreement to make, purchase, accept, insure, guaranty or otherwise approve loans secured by mortgages on Lots. No approval or joinder of the Association, other Owners, or any other party shall be required or necessary to such amendment. After the Turnover, but subject to Section 4.1 of this Declaration, the Board shall have the right to amend this Declaration, from time to time, to make such changes, modifications and additions therein and thereto as may be requested or required by HUD, FHA, VA, FNMA, GNMA, SJRWMD or any other governmental agency or body as a condition to, or in connection with such agency’s or body’s regulatory requirements or agreement to make, purchase, accept, insure, guaranty or otherwise approve loans secured by mortgages on Lots. No approval or joinder of the Owners, or any other party shall be required or necessary to any such amendments by the Board. Any such amendments by the Board shall require the approval of a majority of the Board. 5. Annexation and Withdrawal. 5.1 Annexation by Declarant. Prior to the Community Completion Date, additional lands may be made part of HICKORY GROVE by the Declarant. Except for applicable governmental approvals (if any) and the consent of the record title owner of such additional lands if such record title owner is not the Declarant, no consent to such annexation shall be required from any other party (including, but not limited to, the Association, Owners or any Lenders). Such annexed lands shall be brought within the provisions and applicability of this Declaration by the recording of a Supplemental Declaration to this Declaration in the Public Records. The Supplemental Declaration shall subject the annexed lands to the covenants, conditions, and restrictions contained in this Declaration as fully as though the annexed lands were described herein as a portion of HICKORY GROVE. Such Supplemental Declaration may contain additions to, modifications of, or omissions from the covenants, conditions, and restrictions contained in this Declaration as deemed appropriate by the Declarant and as may be necessary to reflect the different 1153 HICKORY GROVE Declaration 8 #9841487 v1 character, if any, of the annexed lands. Prior to the Community Completion Date, only the Declarant may add additional lands to HICKORY GROVE. 5.2 Annexation by the Association. After the Community Completion Date, and subject to applicable governmental approvals (if any), additional lands may be annexed with the approval of (i) a majority of the Board; and (ii) fifty-one percent (51%) of the Voting Interests present (in person or by proxy) at a duly noticed meeting of the members of the Association at which there is a quorum. 5.3 Withdrawal. Prior to the Community Completion Date, any portions of HICKORY GROVE (or any additions thereto) may be withdrawn by the Declarant from the provisions and applicability of this Declaration by the recording of an amendment to this Declaration in the Public Records. The right of the Declarant to withdraw portions of HICKORY GROVE shall not apply to any Lot that has been conveyed to an Owner unless that right is specifically reserved in the instrument of conveyance or the prior written consent of the Owner is obtained. The withdrawal of any portion of HICKORY GROVE shall not require the consent or joinder of any other party (including, without limitation, the Association, Owners, or any Lenders). The Association shall have no right to withdraw land from HICKORY GROVE. 5.4 Effect of Filing Supplemental Declaration. Any Supplemental Declaration filed pursuant to this Section 5 shall be effective upon recording in the Public Records, unless otherwise specified in such Supplemental Declaration. On the effective date of the Supplemental Declaration, any additional property subjected to this Declaration shall be assigned voting rights in the Association and Assessment liability in accordance with the provisions of the Supplemental Declaration and this Declaration. 6. Dissolution. 6.1 Generally. In the event of the dissolution of the Association without reinstatement within thirty (30) days thereafter, other than incident to a merger or consolidation, any Owner may petition the Circuit Court of the appropriate Judicial Circuit of the State of Florida for the appointment of a receiver to manage the affairs of the dissolved Association, and to manage the Common Areas in the place and stead of the Association, and to make such provisions as may be necessary for the continued management of the affairs of the dissolved Association. In the event the Association is dissolved, other than incident to a merger or consolidation, the SMS shall be conveyed to SJRWMD or an appropriate agency of local government and, if not accepted by such agency, the SMS shall be dedicated to a similar non-profit corporation. If the Association ceases to exist, all Owners shall be jointly and severally responsible for the operation and maintenance of the SMS in accordance with the requirements of the Permit, unless and until an alternate entity assumes responsibility. 6.2 Applicability of Declaration after Dissolution. In the event of dissolution of the Association, HICKORY GROVE and each Lot therein shall continue to be subject to the provisions of this Declaration, including, without limitation, the provisions respecting Assessments specified in this Declaration. Each Owner shall continue to be personally obligated to the successors or assigns of the Association for Assessments to the extent that Assessments are required to enable the successors or assigns of the Association to properly maintain, operate and preserve the Common Areas. The provisions of this Section only shall apply with regard to the maintenance, operation, and preservation of those portions of HICKORY GROVE that had been Common Areas and continue to be so used for the common use and enjoyment of the Owners. 7. Binding Effect and Membership. 7.1 Term. Subject to the Declarant’s right to amend this Declaration prior to Turnover and the Association’s right to amend this Declaration after Turnover, the covenants, conditions and restrictions of this Declaration shall run with and bind the land and shall inure to the benefit of and be enforceable by the Association, or the owner of any land subject to this Declaration, their respective legal representatives, heirs, successors and assigns, for a term of twenty-five (25) years from the date this Declaration is recorded in the Public Records, after which time the covenants, conditions and restrictions 1154 HICKORY GROVE Declaration 9 #9841487 v1 contained in this Declaration shall be automatically extended for successive periods of ten (10) years unless prior to the end of such twenty-five (25) year period, or each successive ten (10) year period, an instrument signed by an officer of the Association on behalf of eighty percent (80%) of the total Voting Interests of the Association, agreeing to terminate this Declaration has been recorded in the Public Records. Provided, however, that no such agreement to terminate the covenants, conditions and restrictions shall be effective unless made and recorded at least ninety (90) days in advance of the effective date of such change. 7.2 Transfer. The transfer of the fee simple title to a Home or Lot, whether voluntary or by operation of law, terminating an Owner’s title to that Home or Lot, shall terminate the rights to use and enjoy the Common Areas and shall terminate such Owner’s membership in the Association with respect to such Home or Lot. An Owner’s rights and privileges under this Declaration are not assignable separately from a Lot. The record title owner of a Lot is entitled to the benefits of, and is burdened with the duties and responsibilities set forth in the provisions of this Declaration. All parties acquiring any right, title and interest in and to any Lot, shall be fully bound by the provisions of this Declaration. In no event shall any Owner acquire any rights that are greater than the rights granted to, and limitations placed upon, its predecessor in title pursuant to the provisions of this Declaration. The transferor of any Lot shall remain jointly and severally liable with the transferee for all obligations pursuant to this Declaration with respect to such Lot that accrue prior to the date of such transfer, including, without limitation, payment of all Assessments accruing with respect to such Lot prior to the date of transfer. 7.3 Membership and Voting Rights. In addition to the Declarant, upon acceptance of title to a Lot, and as more fully provided in the Articles and the Bylaws, each Owner shall be a member of the Association. Membership rights are governed by the provisions of this Declaration, the Articles and Bylaws. Membership shall be an appurtenance to, and may not be separated from, the ownership of a Lot. Declarant rights with respect to membership in the Association are set forth in this Declaration, the Articles and the Bylaws. The Association shall have the following two (2) classes of voting membership: 7.3.1 Class A Members. Class A members shall be all Owners. Each Class A member shall be entitled to one (1) vote for each Lot owned. When more than one person holds an interest in any Lot as an “Owner,” all such persons shall be members. The vote for such Lot shall be exercised as such persons determine, but in no event shall more than one (1) vote be cast with respect to any Lot. 7.3.2 Class B Member. The Declarant shall be the Class B member and shall be entitled to nine (9) votes for each Lot owned; provided, however, as to land which is annexed or added pursuant to the terms of this Declaration, the Declarant shall be entitled to fourteen (14) votes per acre or fraction thereof contained within a Parcel, until such time as the Parcel is platted, whereupon the Declarant shall be entitled to nine (9) votes per Lot in lieu of the votes per acre. Notwithstanding the foregoing, from and after the Turnover Date, the Declarant shall be entitled to one (1) vote for each Lot owned. “Turnover” shall mean the transfer of operation of the Association by the Declarant to Owners. The Turnover of the Association by the Declarant shall occur on the Turnover Date at the Turnover meeting. The purpose of the Turnover meeting is to elect a majority of the Board. No more than sixty (60) days and no less than thirty (30) days prior to the Turnover meeting, the Association shall notify in writing all Class A members of the date, location, and purpose of the Turnover meeting. The Turnover shall take place within three (3) months of the occurrence of the following events, whichever occurs earliest: 7.3.2.1 When ninety percent (90%) of the total Lots ultimately planned for HICKORY GROVE are conveyed to Class A members; 7.3.2.2 When the Declarant makes the election, in its sole and absolute discretion, to give written notice to the Association of its decision to cause the Turnover to occur; or 1155 HICKORY GROVE Declaration 10 #9841487 v1 7.3.2.3 As otherwise required by Section 720.307, Florida Statutes (2021). 7.4 Ownership by Entity. In the event that an Owner is other than a natural person, that Owner shall, prior to occupancy of the Home, designate one or more persons who are to be the occupants of the Home and register such persons with the Association. All provisions of this Declaration and other Governing Documents shall apply to both such Owner and the designated occupants. 7.5 Voting Interests. Voting Interests in the Association are governed by this Declaration, the Articles and the Bylaws. 7.6 Document Recordation Prohibited. Neither the Association nor any Owner, nor group of Owners, may record any documents that, in any way, affect or restrict the rights of the Declarant or conflict with the provisions of this Declaration or the other Governing Documents. 7.7 Conflicts. In the event of any conflict among this Declaration, the Articles, the Bylaws or any of the other Governing Documents, this Declaration shall control. 8. Paramount Right of Declarant. Notwithstanding anything to the contrary herein, prior to the Community Completion Date, the Declarant shall have the paramount right to dedicate, transfer, and/or convey (by absolute conveyance, easement, or otherwise) portions of HICKORY GROVE for various public purposes or for the provision of telecommunications systems, or to make any portions of HICKORY GROVE part of the Common Areas, or to create and implement a special taxing district which may include all or any portion of HICKORY GROVE. SALES BROCHURES, SITE PLANS, AND MARKETING MATERIALS ARE CURRENT CONCEPTUAL REPRESENTATIONS AS TO WHAT IMPROVEMENTS, IF ANY, WILL BE INCLUDED WITHIN THE COMMON AREAS. THE DECLARANT SPECIFICALLY RESERVES THE RIGHT TO CHANGE THE LAYOUT, COMPOSITION AND DESIGN OF ANY AND ALL COMMON AREAS, AT ANY TIME, WITHOUT NOTICE AND AT ITS SOLE DISCRETION. 9. Common Areas and Improvements. 9.1 General. The Common Areas shall be operated, maintained, and administered at the sole cost of the Association for all purposes and uses reasonably intended. Certain Common Area improvements are intended for recreational activities (collectively, the “Recreational Facilities”). The Declarant shall have the right to use and access Common Areas without interference from any Owner or any other person or entity whatsoever. Owners shall have no right in or to any Common Areas referred to in this Declaration unless and until same are actually constructed, completed, and conveyed or dedicated to the Association. Prior to the Community Completion Date, the Declarant reserves the absolute right, on behalf of itself and its assigns and designees, to add to, delete from, or modify any of the Common Areas referred to herein at its sole discretion without notice. 9.2 Construction of Common Areas and Improvements. The Declarant anticipates it will construct certain improvements as part of the Common Areas as the Declarant determines in its sole discretion. The Declarant shall be the sole judge of the composition of any Common Area improvements constructed by the Declarant, including, without limitation, the Recreational Facilities. Prior to the Community Completion Date, the Declarant reserves the absolute right to construct additional Common Area improvements within HICKORY GROVE, from time to time, in its sole discretion, and to remove, add to, modify and change the boundaries, facilities and improvements now or then part of the Common Areas. The Declarant is not obligated to, nor has it represented that it will, construct any Common Area improvements, including the Recreational Facilities. The Declarant is the sole judge of the Common Area improvements constructed by the Declarant or its agents, assigns or designess, including the plans, specifications, design, location, completion schedule, materials, size, and contents of the facilities, improvements, appurtenances, personal property, color, textures, finishes or changes or modifications to any of them. 1156 HICKORY GROVE Declaration 11 #9841487 v1 9.3 Use of Common Areas by Declarant. Until the Community Completion Date, the Declarant shall have the right to use any portion of the Common Areas, without charge, for any purpose deemed appropriate by the Declarant. 9.4 Conveyance. 9.4.1 Generally. The Common Areas may be designated by the Plat, created by this Declaration or in the form of easements, or conveyed to the Association by Quitclaim Deed, or other instrument of conveyance, as determined by the Declarant in its sole and absolute discretion. The Association shall pay all costs of the conveyance at the Declarant’s request. The designation of Common Areas, creation by easement, or conveyance shall be subject to easements, restrictions, reservations, conditions, limitations, and declarations of record, real estate taxes for the year of conveyance, zoning, land use regulations and survey matters. The Association shall be deemed to have assumed and agreed to pay all continuing obligations and service and similar contracts relating to the ownership operation, maintenance, and administration of the conveyed portions of Common Areas and other obligations relating to the Common Areas imposed herein. The Association shall, and does hereby, indemnify and hold the Declarant harmless on account thereof. The Association, by its joinder to this Declaration, hereby accepts such dedication(s) or conveyance(s) without setoff, condition, or qualification of any nature. The Association shall accept any and all transfer of permits from the Declarant, or any other permittee, of any permit required by a governmental agency in connection with the development of HICKORY GROVE, as modified and/or amended. The Association shall cooperate with the Declarant, or any other permittee of such permits, as modified and/or amended, with any applications, certifications, documents or consents required to effectuate any such transfer of permits to the Association. THE COMMON AREAS, PERSONAL PROPERTY AND EQUIPMENT THEREON AND APPURTENANCES THERETO SHALL BE CONVEYED TO THE ASSOCIATION IN “AS IS, WHERE IS” CONDITION WITHOUT ANY REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED, IN FACT OR BY LAW, AS TO THE CONDITION, FITNESS OR MERCHANTABILITY OF THE COMMON AREAS BEING CONVEYED, OR WITH RESPECT TO THE IMPROVEMENTS AND REPAIRS TO BE COMPLETED AFTER THE CONVEYANCE, INCLUDING WITHOUT LIMITATION, REPRESENTATIONS OR WARRANTIES OF MERCHANTABILITY OR FITNESS FOR THE ORDINARY OR ANY PARTICULAR PURPOSES, AND WITHOUT ANY REPRESENTATION OR WARRANTIES REGARDING FUTURE REPAIR OR REGARDING THE CONDITION, CONSTRUCTION, ACCURACY, COMPLETENESS, DESIGN, ADEQUACY OF THE SIZE OR CAPACITY IN RELATION TO THE UTILIZATION, DATE OF COMPLETION OR THE FUTURE ECONOMIC PERFORMANCE OR OPERATIONS OF, OR THE MATERIALS OR FURNITURE WHICH HAS BEEN OR WILL BE USED IN SUCH PROPERTY OR REPAIRS EXCEPT AS SET FORTH HEREIN. Notwithstanding the foregoing, any such conveyance or encumbrance of such Common Areas is subject to an irrevocable ingress and egress easement in favor of each Owner granting access to their respective Lots. 9.4.2 Common Area Reservations. The Common Areas shall be subject to the following provisions: 9.4.2.1 a perpetual nonexclusive easement in favor of governmental agencies for the maintenance and repair of existing road, speed and directional signs, if any; 9.4.2.2 matters reflected on the Plat; 9.4.2.3 perpetual non-exclusive easements in favor of the Declarant, its successors, and assigns in, to, upon and over all of the Common Areas for the purposes of vehicular and pedestrian ingress and egress, installation of improvements, utilities, landscaping and/or drainage, without charge, including, without limitation, the right to use 1157 HICKORY GROVE Declaration 12 #9841487 v1 such Common Areas for construction vehicles and equipment. These easements shall run in favor of the Declarant, and its employees, representatives, agents, licensees, guests, invitees, successors and/or assigns; 9.4.2.4 all restrictions, easements, covenants and other matters of record; 9.4.2.5 in the event the Association believes that the Declarant shall have failed in any respect to meet the Declarant’s obligations under this Declaration or has failed to comply with any of the Declarant’s obligations under law, or the Common Areas conveyed herein are defective in any respect, the Association shall give written notice to the Declarant detailing the alleged failure or defect. Once the Association has given written notice to the Declarant pursuant to this Section, the Association shall be obligated to permit the Declarant and its agents to perform inspections of the Common Areas and to perform all tests and make all repairs/replacements deemed necessary by the Declarant to respond to such notice at all reasonable times. The Association agrees that any inspection, test and/or repair/replacement scheduled on a business day between 9 a.m. and 5 p.m. shall be deemed scheduled at a reasonable time. The rights reserved in this Section include the right of the Declarant to repair or address, in the Declarant’s sole option and expense, any aspect of the Common Areas deemed defective by the Declarant during its inspections of the Common Areas. The Association’s failure to give the notice and/or otherwise comply with the provisions of this Section will damage the Declarant; and 9.4.2.6 a reservation of right in favor of the Declarant to require that the Association re-convey all or a portion of the Common Areas by Quitclaim Deed in favor of the Declarant in the event that such property is required to be owned by the Declarant for any purpose, including, without limitation, the reconfiguration of any adjacent property by replatting or otherwise. To the extent legally required, each Owner shall be deemed to have granted to the Declarant, and thereafter the Association, an irrevocable power of attorney, coupled with an interest, for the purposes herein expressed. 9.5 Operation after Conveyance. Subject to the Association’s right to grant easements and other interests as provided herein, the Association may not convey, abandon, alienate, encumber, or transfer all or a portion of the Common Areas to a third party without (i) if prior to the Turnover, the approval of (a) a majority of the Board; and (b) the consent of the Declarant, or (ii) from and after the Turnover, approval of (x) a majority of the Board; and (y) fifty-one percent (51%) of the Voting Interests present (in person or by proxy) at a duly noticed meeting of the members. 9.6 Paved and Concrete Common Areas. The Common Areas may contain certain paved or concrete areas. Without limiting any other provision of this Declaration, and subject to the Owner’s maintenance obligations as provided in Section 11 below, the Association is responsible for the maintenance, repair and/or resurfacing of all paved and concrete surfaces forming a part of the Common Areas, including, but not limited to, any parking areas, if any, alleyways, if any, pathways, bicycle paths, and certain sidewalks (if any). Although pavement appears to be a durable material, it requires maintenance. The Association shall have the right, but not the obligation, to arrange for periodic inspections of all paved and concrete surfaces forming a part of the Common Areas by a licensed contractor and/or engineer. The cost of such inspection shall be a part of the Operating Expenses. The Association shall determine periodically the parameters of the inspection to be performed, if any. Any patching, grading, or other maintenance work should be performed by a company licensed to perform the work. Each Owner agrees to reimburse the Association any expense incurred in repairing any damage to paved or concrete surfaces in the event that such Owner’s negligent or willful acts (or the negligent or willful acts of such Owner’s Lessees, family members, guests or invitees) caused such damage to any paved or concrete surfaces. Failure of an Owner to reimburse the Association any costs necessitated by the negligent or willful acts of an Owner shall subject the Owner to an Individual Assessment for such costs. 1158 HICKORY GROVE Declaration 13 #9841487 v1 9.7 Delegation. Once conveyed or dedicated to the Association, the Common Areas and improvements located thereon shall at all times be under the complete supervision, operation, control, and management of the Association, as applicable. Notwithstanding the foregoing, the Association may delegate all or a portion of its obligations hereunder to a licensed manager or professional management company. The Association specifically shall have the right to pay for management services on any basis approved by the Board (including bonuses or special fee arrangements for meeting financial or other goals). Further, in the event that Common Area is created by easement, the Association’s obligations and rights with respect to such Common Area may be limited by the terms of the document creating such easement. 9.8 Use. 9.8.1 Nonexclusive Use. The Common Areas shall be used and enjoyed by the Owners on a non-exclusive basis in common with other persons, entities and corporations (who may, but are not required to, be members of the Association) entitled to use those portions of the Common Areas. Prior to the Community Completion Date, the Declarant, and thereafter, the Association has the right, at any and all times, and from time to time, to further additionally provide and make the Common Areas available to other individuals, persons, firms, or corporations, as it deems appropriate. The granting of such rights shall not invalidate this Declaration, reduce or abate any Owner’s obligations pursuant to this Declaration, or give any Owner the right to avoid any of the covenants, agreements or obligations to be performed hereunder. 9.8.2 Right to Allow Use. The Declarant and/or the Association may enter into easement agreements or other use or possession agreements whereby the Owners, Telecommunications Providers, the Association, and/or others may obtain the use, possession of, or other rights regarding certain property, on an exclusive or non-exclusive basis, for certain specified purposes. The Association may agree to maintain and pay the taxes, insurance, administration, upkeep, repair, and replacement of such property, the expenses of which shall be Operating Expenses. Any such agreement by the Association prior to the Community Completion Date shall require the prior written consent of the Declarant. Thereafter, any such agreement shall require the approval of the majority of the Board, which consent shall not be unreasonably withheld or delayed. 9.8.3 Retention/Detention Areas. NEITHER THE DECLARANT NOR THE ASSOCIATION MAKE ANY REPRESENTATION CONCERNING THE CURRENT OR FUTURE WATER LEVELS IN ANY OF THE RETENTION/DETENTION AREAS IN HICKORY GROVE; PROVIDED, FURTHER, NEITHER THE DECLARANT NOR THE ASSOCIATION BEAR ANY RESPONSIBILITY TO ATTEMPT TO ADJUST OR MODIFY THE WATER LEVELS SINCE SUCH LEVELS ARE SUBJECT TO SEASONAL GROUNDWATER AND RAINFALL FLUCTUATIONS THAT ARE BEYOND THE CONTROL OF THE DECLARANT, AND THE ASSOCIATION. BY ACCEPTANCE OF A DEED TO A HOME OR LOT, EACH OWNER ACKNOWLEDGES THE WATER LEVELS OF ALL RETENTION/DETENTION AREAS MAY VARY. THERE IS NO GUARANTEE BY THE DECLARANT OR THE ASSOCIATION THAT WATER LEVELS OR RETENTION/DETENTION AREAS WILL BE CONSTANT OR AESTHETICALLY PLEASING AT ANY PARTICULAR TIME; AT TIMES, WATER LEVELS MAY BE NONEXISTENT. THE DECLARANT AND THE ASSOCIATION SHALL NOT BE OBLIGATED TO ERECT FENCES, GATES, OR WALLS AROUND OR ADJACENT TO ANY RETENTION/DETENTION AREAS WITHIN HICKORY GROVE. 9.8.4 Obstruction of Common Areas. No portion of the Common Areas may be obstructed, encumbered, or used by Owners for any purpose other than as permitted by the Association. 1159 HICKORY GROVE Declaration 14 #9841487 v1 9.8.5 Assumption of Risk. Without limiting any other provision herein, each Owner accepts and assumes all risk and responsibility for noise, liability, injury, or damage connected with use or occupancy of any portion of such Common Areas, including, without limitation: (i) noise from maintenance equipment; (ii) use of pesticides, herbicides, and fertilizers; (iii) view restrictions and impairment caused by the construction of any structures and/or the maturation of trees and shrubbery; (iv) reduction in privacy caused by the removal or pruning of shrubbery or trees within HICKORY GROVE; and (v) design of any portion of HICKORY GROVE. Each Owner expressly indemnifies and agrees to hold harmless the Declarant, the Association and all employees, directors, representatives, officers, agents and partners of the Declarant and the Association from any and all damages, whether direct or consequential, arising from or related to the person’s use of the Common Areas, including for attorneys’ fees, paraprofessional fees and costs at trial and upon appeal. Without limiting the foregoing, all persons using the Common Areas, including, without limitation, any retention/detention areas, or areas adjacent to any water body, do so at their own risk. BY ACCEPTANCE OF A DEED TO THEIR LOT, EACH OWNER ACKNOWLEDGES THE COMMON AREAS, AND AREAS IN THE VICINITY OF THE COMMON AREAS, MAY CONTAIN WILDLIFE SUCH AS, BUT NOT LIMITED TO, INSECTS, ALLIGATORS, COYOTES, RACCOONS, SNAKES, DUCKS, DEER, SWINE, TURKEYS, AND FOXES. THE DECLARANT AND THE ASSOCIATION SHALL HAVE NO RESPONSIBILITY FOR MONITORING SUCH WILDLIFE OR NOTIFYING OWNERS OR OTHER PERSONS OF THE PRESENCE OF SUCH WILDLIFE. EACH OWNER AND HIS OR HER LESSEES, GUESTS AND INVITEES ARE RESPONSIBLE FOR THEIR OWN SAFETY. 9.8.6 Owners’ Obligation to Indemnify. Each Owner agrees to indemnify and hold harmless the Declarant, the Association, and their respective officers, partners, agents, employees, affiliates, directors, shareholders, representatives, members, and attorneys (collectively, “Indemnified Parties”) against all actions, injury, claims, loss, liability, damages, costs, and expenses of any kind or nature whatsoever (collectively, “Losses”) incurred by or asserted against any of the Indemnified Parties from and after the date hereof, whether direct, indirect, or consequential, as a result of or in any way related to the Common Areas within HICKORY GROVE, including, without limitation, use of the Common Areas by Owners and/or their Lessees, guests, family members, invitees, or agents. Should any Owner (or its Lessees, guests, family members, invitees or agents) bring suit against the Declarant, the Association, or any of the Indemnified Parties for any claim or matter and fail to obtain judgment therein against such Indemnified Parties, such Owner shall be liable to such parties for all Losses, costs and expenses incurred by the Indemnified Parties in the defense of such suit, including attorneys’ fees and paraprofessional fees at trial and upon appeal. 9.9 Rules and Regulations. 9.9.1 Generally. Prior to the Turnover, the Declarant, and thereafter the Board, shall have the right to adopt Rules and Regulations governing the use of the Common Areas. The Rules and Regulations and any amendments thereto need not be recorded in the Public Records. The Common Areas shall be used in accordance with this Declaration and Rules and Regulations promulgated hereunder, if any. 9.9.2 Declarant Not Subject to Rules and Regulations. The Rules and Regulations shall not apply to the Declarant or to any property owned by the Declarant, and shall not be applied in a manner that would prohibit or restrict the development or operation of HICKORY GROVE or adversely affect the interests of the Declarant. Without limiting the foregoing, the Declarant and its assigns, shall have the right to: (i) develop and construct Lots, Homes, Common Areas and related improvements within HICKORY GROVE, and make any additions, alterations, improvements, or changes thereto; (ii) maintain sales offices (for the sale and re-sale of (a) Lots and Homes and (b) residences and properties located outside of HICKORY GROVE), general office and construction operations within HICKORY GROVE; (iii) place, erect or construct portable, temporary or accessory buildings or structures within HICKORY GROVE for sales, 1160 HICKORY GROVE Declaration 15 #9841487 v1 construction storage or other purposes; (iv) temporarily deposit, dump or accumulate materials, trash, refuse and rubbish in connection with the development or construction of any portion of HICKORY GROVE; (v) post, display, inscribe or affix to the exterior of any portion of the Common Areas or portions of HICKORY GROVE, signs and other materials used in developing, constructing, selling or promoting the sale of any portion of HICKORY GROVE including, without limitation, Lots, Parcels and Homes; (vi) excavate fill from any retention/detention areas or water bodies within and/or contiguous to HICKORY GROVE by dredge or dragline, store fill within HICKORY GROVE and remove and/or sell excess fill; and grow or store plants and trees within, or contiguous to, HICKORY GROVE and use and/or sell excess plants and trees; and (vii) undertake all activities which, in the sole opinion of the Declarant, are necessary or convenient for the development and sale of any lands and improvements comprising HICKORY GROVE. 9.10 Public Facilities. HICKORY GROVE may include one or more public facilities that may be dedicated to the City or the County. The roadways within HICKORY GROVE shall be public roadways and shall be maintained by the City; however, notwithstanding the foregoing, any alleyways located within HICKORY GROVE shall be owned and maintained by the Association. EXCEPT AS OTHERWISE PROVIDED HEREIN, THE ROADWAYS WITHIN, ADJACENT OR IN PROXIMITY TO HICKORY GROVE ARE PART OF THE PUBLIC SYSTEM OF ROADWAYS. EACH OWNER BY THE ACCEPTANCE OF A DEED TO THEIR LOT ACKNOWLEDGES AND AGREES THAT THE ASSOCIATION AND THE DECLARANT HAVE NO CONTROL WITH REGARD TO ACCESS AND USAGE OF SUCH ROADWAYS BY THE GENERAL PUBLIC. 9.11 Default by Owners. No default by any Owner in the performance of the covenants and promises contained in this Declaration shall be construed or considered (i) a breach by the Declarant or the Association of any of their promises or covenants in this Declaration; (ii) an actual, implied or constructive dispossession of another Owner from the Common Areas; or (iii) an excuse, justification, waiver or indulgence of the covenants and promises contained in this Declaration. 9.12 Association’s Obligation to Indemnify. The Association and each Owner covenant and agree, jointly and severally, to indemnify, defend and hold harmless the Declarant, its officers, directors, shareholders, and any related persons, companies, or corporations and their employees from and against any and all claims, suits, actions, causes of action or damages arising from any personal injury, loss of life, or damage to property, sustained on or about the Common Areas, or other property serving the Association and Owners, and improvements thereon, or resulting from or arising out of activities or operations of the Association or Owners within HICKORY GROVE, and from and against all costs, expenses, court costs, attorneys’ fees and paraprofessional fees (including, but not limited to, all trial and appellate levels and whether or not suit be instituted), expenses and liabilities incurred or arising from any such claim, the investigation thereof, or the defense of any action or proceedings brought thereon, and from and against any orders judgments or decrees which may be entered relating thereto. The costs and expense of fulfilling this covenant of indemnification shall constitute a part of the Operating Expenses to the extent such matters are not covered by insurance maintained by the Association. 9.13 Special Taxing Districts. For as long as the Declarant controls the Association, the Declarant shall have the right, but not the obligation, to dedicate or transfer or cause the dedication or transfer of all or portions of the Common Areas of HICKORY GROVE to a special taxing district, or a public agency or authority under such terms as the Declarant deems appropriate in order to create or contract with special taxing districts and community development districts (or others) for lighting, perimeter walls, entrance features, roads, sidewalks, paths, landscaping, irrigation areas, ponds, surface water management systems, parks, recreational or other services, security or communications, or other similar purposes deemed appropriate by the Declarant, including, without limitation, the maintenance and/or operation of any of the foregoing. As hereinafter provided, the Declarant may sign any taxing district petition as attorney-in-fact for each Owner. Each Owner’s obligation to pay taxes associated with such district shall be in addition to such Owner’s obligation to pay Assessments. Any special taxing 1161 HICKORY GROVE Declaration 16 #9841487 v1 district shall be created pursuant to all applicable ordinances of the City, the County and all other applicable governing entities having jurisdiction with respect to the same. 9.14 Recreational Facilities. 9.14.1 General Restrictions. Each Owner, its Immediate Family Members, guests, invitees, Lessees, and other persons entitled to use the Recreational Facilities shall comply with following general restrictions: 9.14.1.1 Minors. Minors are permitted to use the Recreational Facilities; provided, however, parents and guardians are responsible for the actions and safety of such minors and any damages caused by such minors. The Association may adopt reasonable regulations and restrictions from time to time governing minors’ use of the Recreational Facilities, including, without limitation, requirements that minors be accompanied by adults while using the Recreational Facilities. Children fourteen (14) years of age or younger shall be accompanied by an adult at all times during which such minor child is using the Recreational Facilities. 9.14.1.2 Responsibility for Personal Property and Persons. Each Owner assumes sole responsibility for the health, safety, and welfare of such Owner, his or her Lessees, Immediate Family Members and guests, and the personal property of all of the foregoing, and each Owner shall not allow any damage to the Recreational Facilities nor shall any Owner interfere with the rights of other Owners hereunder. Neither the Declarant nor the Association shall be responsible for any loss or damage to any private property used, placed, or stored on the Recreational Facilities. Further, any person entering the Recreational Facilities assumes all risk of loss with respect to his or her equipment, jewelry or other possessions, including, without limitation, wallets, books and clothing left in the Recreational Facilities. 9.14.1.3 Activities. Any Owner, Immediate Family Member, Lessee, guest or other person who, in any manner, makes use of the Recreational Facilities, or who engages in any contest, game, function, exercise, competition or other activity operated, organized, arranged or sponsored either on or off the Recreational Facilities, shall do so at their own risk. Every Owner shall be liable for any property damage and/or personal injury at the Recreational Facilities, caused by any Owner, Lessee, Immediate Family Member or guest. No Owner or Lessee may use the Recreational Facilities for any society, party, religious, political, charitable, fraternal, civil, fund-raising or other purposes without the prior written consent of the Association, which consent may be withheld for any reason. All incontinent individuals are required to wear swim diapers while using any community pool located within the Recreational Facilities, as applicable. 9.14.2 Recreational Facilities Personal Property. Property or furniture used in connection with the Recreational Facilities shall not be removed from the location in which it is placed or from the Recreational Facilities. 9.14.3 Indemnification of Declarant and the Association. By the use of the Recreational Facilities, each Owner, its Lessees, Immediate Family Members, guests, invitees and Lessees agree to indemnify and hold harmless the Indemnified Parties against all Losses incurred by or asserted against any of the Indemnified Parties from and after the date hereof, whether direct, indirect, or consequential, as a result of or in any way related to use of the Recreational Facilities by Owners or Lessees, their Immediate Family Members and their guests and/or from any act or omission of the any of the Indemnified Parties. Losses shall include the deductible payable under any of the Association’s insurance policies. 1162 HICKORY GROVE Declaration 17 #9841487 v1 9.14.4 Attorneys’ Fees. Should any Owner, its Immediate Family Members, guests, invitees, or Lessees bring suit against the Indemnified Parties for any claim or matter and fail to obtain judgment therein against such Indemnified Parties, the Owner and/or its Immediate Family Members, guests, invitees, or Lessees shall be liable to such parties for all Losses, costs and expenses incurred by the Indemnified Parties in the defense of such suit, including attorneys’ fees and paraprofessional fees at trial and upon appeal. 9.14.5 Basis for Suspension. The rights of an Owner or Lessee to use the Recreational Facilities may be suspended by the Association if, in the sole judgment of the Association: 9.14.5.1 such person is not an Owner or a Lessee; 9.14.5.2 the Owner, Lessee, an Immediate Family Member, a guest or other person for whom an Owner is responsible violates one or more of the Association’s Rules and Regulations; 9.14.5.3 an Owner, Lessee, Immediate Family Members, and/or guest has injured, harmed or threatened to injure or harm any person within the Recreational Facilities, or harmed, destroyed or stolen any personal property within the Recreational Facilities, whether belonging to an Owner, third party or to the Association; or 9.14.5.4 an Owner fails to pay Assessments due. 9.14.6 Types of Suspension. The Association may restrict or suspend, for cause or causes described herein, any Owner’s or Lessee’s privileges to use any or all of the Recreational Facilities. By way of example, and not as a limitation, the Association may suspend a Lessee’s privileges to use any or all of the Recreational Facilities if such Lessee’s Owner fails to pay Assessments due in connection with a leased Home. In addition, the Association may suspend the rights of a particular Owner or Lessee (and/or Immediate Family Members) or prohibit an Owner or Lessee (and/or Immediate Family Members) from using a portion of the Recreational Facilities. No Owner whose privileges have been fully or partially suspended shall, on account of any such restriction or suspension, be entitled to any refund or abatement of Assessments or any other fees. During the restriction or suspension, Assessments shall continue to accrue and be payable as established by the Board. Under no circumstance will an Owner be reinstated until all Assessments and other amounts due to the Association are paid in full. Any suspension of an Owner’s or Lessee’s rights to use the Recreational Facilities shall be imposed upon delivery of fourteen (14) days prior written notice to such Owner or Lessee and an opportunity for a hearing before a committee of the Board which is comprised of three (3) members who are not officers, directors, or employees of the Association, or the spouse, parent child, brother, or sister of an officer, director, or employee of the Association. Such suspension may not be imposed without the approval of a majority of the members of such committee. If the Association imposes a suspension, the Association must provide written notice of such suspension by mail or hand delivery to the Owner or Lessee. 9.14.7 Use of Recreational Facilities for Parties and Events. The Association shall have the right to impose conditions or restrictions in connection with the use of Recreational Facilities for events, parties and gatherings hosted by an Owner, its Lessees, Immediate Family Members and guests. The Association shall also have the right to adopt and enforce Rules and Regulations regarding the number of guests that may be allowed to use the Recreational Facilities at any time. In the event an Owner or Lessee desires to utilize the Recreational Facilities for an event, party or other gathering of five (5) or more guests or invitees (an “Event”), such Owner or Lessee must obtain written prior written approval of the Association. The Association may, in its sole and absolute discretion, require such Owner, and its Lessees, Immediate Family Members and guests, to execute certain registration and/or release 1163 HICKORY GROVE Declaration 18 #9841487 v1 agreements or other documentation in connection with such Event, including, without limitation, a Facility Use and Hold Harmless Agreement, if applicable, and shall require the Owner or Lessee to remit to the Association a Twenty-Five and No/100 Dollars ($25.00) reservation fee. Further, in advance of such Event, the Owner or Lessee shall remit to the Association a security deposit in the amount of Five Hundred and No/100 Dollars ($500.00), or such other amount as determined by the Board from time to time, to cover expenses related to the clean-up, maintenance and/or damage caused to the Recreational Facilities by the Owner or Lessee, their guests and invitees. Unless otherwise applied as provided herein, the deposit shall be returned to the Owner or Lessee upon conclusion of the Event after the Association receives confirmation there is no such clean-up, maintenance or repair required. In the event the Owner or Lessee does not comply with this Section, the Association may charge the deposit to the Owner as an Individual Assessment. Notwithstanding anything to the contrary herein, the collection of the deposit referred to herein from an Owner or Lessee shall not reduce or abate any Owner’s or Lessee’s obligations pursuant to this Declaration, or give any Owner or Lessee the right to avoid any of the covenants, agreements, or obligations to be performed hereunder, including all restrictions with respect to parking and/or use of the Common Areas. 9.14.8 Non-ADA Compliant Pool Disclosure. The community pool within HICKORY GROVE is a private residential community pool that is limited to the exclusive use of residents and their guests and is not required to comply with ADA Requirements for Accessible Pools for persons with mobility disabilities. Accordingly, there is no ADA accessible means of entry to the community pool, including no pool lifts, no sloped entries, no transfer systems nor any other ADA compliant accessible means to the pool. By acceptance of a deed to a Lot, each Owner acknowledges and agrees that the Recreational Facilities, including the community pool, are not required to be compliant with the ADA Standards for Accessible Design. 9.15 Mail Delivery Centers. Individual Lots shall not have mailboxes. Rather, mailboxes shall be grouped together for all or a portion of the Homes as required by the local postmaster (the “Mail Delivery Centers”). The Declarant, in its sole discretion, may install one or more Mail Delivery Centers within HICKORY GROVE and may consist of freestanding, pedestal-mounted mailboxes commonly referred to by the United States Postal Service as “Cluster Box Units” or a “Neighborhood Delivery Center” which is a freestanding and/or enclosed installation containing a large number of individually locked mailboxes. No mailboxes are permitted except the Mail Delivery Centers originally installed by the Declarant or Mail Delivery Centers substantially similar to the Mail Delivery Centers originally installed by the Declarant. Mail Delivery Centers, if any, shall be maintained by the Association in accordance with the requirements of the United States Postal Service and any other applicable governmental authority. All costs associated with the maintenance, repair and replacement of the Mail Delivery Centers shall be part of the Operating Expenses, except for the costs of keys or replacement keys which shall be borne solely by the individual Owners. To the extent any Mail Delivery Centers or any portion thereof, are located on a Lot, the Declarant hereby grants the Association an easement of ingress and egress across such Lot for the purpose of regulating and maintaining such Mail Delivery Centers and the Declarant hereby grants the Owners an easement for access across such Lot for the purpose of accessing and utilizing such Mail Delivery Centers. 10. Maintenance by the Association. 10.1 Common Areas. Except as otherwise specifically provided in this Declaration to the contrary, the Association shall at all times maintain, repair, replace, and insure the Common Areas, including all improvements placed thereon. 10.2 Landscape Maintenance. The Association shall be responsible for maintaining the landscaped areas within each Lot in accordance with the following terms: 10.2.1 General. The Association shall be responsible for maintaining the landscaped areas within each Lot only to the extent expressly provided in this Section. The Association’s 1164 HICKORY GROVE Declaration 19 #9841487 v1 landscape maintenance responsibilities include trimming, mowing, edging, mulching (one time per year), and fertilization of grass, shrubs, and landscape-related exterior pest control. The foregoing shall be performed at the Board’s discretion and on such intervals as the Board may decide in its sole and absolute discretion. Except as otherwise provided herein, all costs and expenses pertaining to such landscaping maintenance shall constitute a part of the Operating Expenses and each Owner of a Lot shall pay an equal share of such costs. Notwithstanding the foregoing or any other provision of this Declaration to the contrary, in the event any landscaping, including, without limitation, grass, shrubs or trees, become dead or badly damaged, the Association shall have no responsibility for the replanting and/or replacement of such landscaping. Further, the Association’s maintenance of grass, irrigation facilities and landscaped areas within the Lots shall not imply any warranty of said grass, irrigation facilities and landscaped areas. The record title owner of each Lot shall be responsible for any such replanting and/or replacement of landscaped areas in the event such landscaping becomes dead or badly damaged. In the event landscaped areas are not replanted and/or replaced by the Owner of the Lot, the Association may, but shall not be obligated to, repair and replace such landscaped areas on behalf of the Owner. The costs and expenses of such repairs and replacements plus Twenty- Five and No/100 Dollars ($25.00) (or such other amount determined by the Association in its sole and absolute discretion) shall be assessed against the respective Lot as an Individual Assessment. 10.2.2 Additional Landscape Maintenance. Each Owner by acceptance of a deed to their Lot, authorizes the Association to conduct additional landscape maintenance beyond the scope described in this Section 10.2 if, in the discretion of the Board, such additional maintenance is required for any reason whatsoever, including, without limitation, naturally occurring deterioration of the landscaped areas or Owner neglect. The costs associated with any such additional landscape maintenance shall be assessed against the respective Lot as an Individual Assessment. 10.2.3 Modification of Landscaping. In the event an Owner modifies the landscaping as initially installed by the Declarant, then such Owner shall be solely responsible for the maintenance and irrigation of such modified landscaping, and there shall be no abatement or reduction in such Owner’s Installment Assessments. Notwithstanding anything contained herein to the contrary, no Owner shall modify the landscaping as initially installed by the Declarant, nor shall any landscape lighting be installed by an Owner, without the prior written approval of the ACC. In no event shall any landscaping modified by an Owner impede access or otherwise interfere with the routine landscape maintenance provided by the Association in accordance with this Declaration. 10.2.4 Irrigation Facilities. The Association is responsible for irrigation to the landscaped areas, including repair and replacement of damaged sprinkler heads, piping or valves that comprise the irrigation system of the Lots, except in the case of damage due to an Owner’s or its Lessee’s, guest’s or invitee’s negligence. The cost associated with any such maintenance, repair and replacement of the irrigation facilities shall constitute a part of the Operating Expenses for which Assessments shall be levied except in the case of costs for repair and replacement of damage due to an Owner’s or its Lessee’s, guest’s or invitee’s negligence, which costs shall be assessed against the respective Lot as an Individual Assessment. Grass and landscaping located on Lots shall be irrigated in a routine and ordinary manner, at intervals and frequency as the Board may decide in its sole discretion and as may be permitted by SJRWMD, the City, or the County regulations. The Association shall have direct access to control boxes and/or devices used in connection with any irrigation system that may be installed on any Lot and Owners are not permitted to block access to or tamper with the same. The Association reserves the right to place or remove locks on any control boxes and/or devices used in connection with irrigation regardless of their location. Further, Owners shall not place locks or otherwise impede the Association’s access to any areas the Association is responsible to maintain. In the event that any Owner locks or otherwise impedes the Association’s access to any areas the Association is 1165 HICKORY GROVE Declaration 20 #9841487 v1 responsible to maintain, the Association may take any and all measures necessary to eliminate same, including removing or disabling any locks, and the Association shall have no liability for such actions. EACH OWNER ACKNOWLEDGES THAT SOME LOTS WITHIN HICKORY GROVE MAY HAVE YARDS THAT ARE LARGER OR SMALLER THAN THE YARDS OF OTHER LOTS WITHIN HICKORY GROVE. NOTWITHSTANDING THE FOREGOING, ALL LANDSCAPE MAINTENANCE EXPENSES SHALL BE DEEMED PART OF THE OPERATING EXPENSES, AND EACH OWNER OF A LOT SHALL PAY AN EQUAL SHARE OF SUCH COSTS. 10.3 Roadways. Roadways within HICKORY GROVE shall be public roadways owned and maintained by the City and shall not be maintained by the Association, unless otherwise depicted on the Plat. Notwithstanding the foregoing, any alleyway located within HICKORY GROVE shall be owned and maintained by the Association. EXCEPT AS OTHERWISE PROVIDED HEREIN, THE ROADWAYS WITHIN, ADJACENT OR IN PROXIMITY TO HICKORY GROVE ARE PART OF THE PUBLIC SYSTEM OF ROADWAYS. EACH OWNER BY THE ACCEPTANCE OF A DEED TO THEIR LOT ACKNOWLEDGES AND AGREES THAT THE ASSOCIATION AND THE DECLARANT HAVE NO CONTROL WITH REGARD TO ACCESS AND USAGE OF SUCH ROADWAYS BY THE GENERAL PUBLIC. 10.4 Adjoining Areas. The Association shall maintain those drainage areas, swales, parking areas, retention/detention area slopes and banks, and landscape areas (if any) that are within the Common Areas and Lots only to the extent specifically provided herein, and further provided that such areas shall be readily accessible to the Association. Under no circumstances shall the Association be responsible for maintaining any inaccessible areas within fences or walls that form a part of a Lot. 10.5 Negligent or Willful Acts. The expense of any maintenance, repair or construction of any portion of the Common Areas or any Lot necessitated by the negligent or willful acts of an Owner or its Lessees, Immediate Family Members, guests, invitees, or other persons utilizing any portion of HICKORY GROVE through or under an Owner, shall be borne solely by such Owner of the Lot, and the Lot owned by such Owner shall be subject to an Individual Assessment for that expense. By way of example, and not of limitation, an Owner shall be responsible for the removal of all landscaping and structures placed within easements or Common Areas without the prior written approval of the Association. Further, an Owner shall be responsible for all costs of maintenance, repair or construction of any portion of the drainage facilities located on such Owner’s Lot if such maintenance, repair or construction is necessitated by the negligent or willful acts of an Owner or such Owner’s Lessees, Immediate Family Members, guests, or invitees. 10.6 Maintenance of Property Owned by Others. The Association shall, if designated by the Declarant (or by the Board after the Turnover Date), maintain vegetation, landscaping, irrigation systems, community identification/features, infrastructure, and/or other areas or elements designated by the Declarant (or by the Board after the Turnover Date) upon areas that are within or outside of HICKORY GROVE. Such areas may abut, or be proximate to, HICKORY GROVE, and may be owned by, or be dedicated to, others including, but not limited to, a utility, governmental or quasi-governmental entity or a property owners association. These areas may include (for example and not limitation) parks, swale areas, landscape buffer areas, berm areas or median areas within the right-of-way of public streets, roads, sidewalks, paths, drainage areas, community identification or entrance features, community signage or other identification. The Association shall have the right to enter into new agreements or arrangements from time to time for improvements and facilities serving the members of the Association or to amend the foregoing if the Board deems the same reasonable and appropriate for the continued use and benefit of any part of the Common Areas. 10.7 Right-of-Way. The Association shall be responsible for the costs, charges and expenses incurred in connection with maintenance of (i) any community sidewalk located in the right-of-way adjacent to any Common Areas, and (ii) any irrigation facilities, trees, and landscaping located in the 1166 HICKORY GROVE Declaration 21 #9841487 v1 right-of-way adjacent to any Common Areas and Lots; however, the Association shall not be responsible for the replacement of any such trees or landscaping. The cost associated with any such maintenance of the right-of-way adjacent to any Common Areas or Lots by the Association shall be deemed part of the Operating Expenses and each Owner shall pay an equal share of such costs. Each Owner agrees to reimburse the Association for any expense incurred in repairing any damage to sidewalks, trees, landscaping, or other improvements caused by such Owner’s negligent or willful acts, or the negligent or willful acts of such Owner’s Lessees, family members, guests or invitees. Failure of an Owner to reimburse the Association any costs necessitated by the negligent or willful acts of an Owner (or the negligent or willful acts of such Owner’s Lessees, family members, guests or invitees) shall subject the Owner to an Individual Assessment for such costs. 10.8 Retaining Walls. The Declarant may construct retaining walls within HICKORY GROVE (the “Retaining Walls”). Any reference to Retaining Walls herein shall include, but may not be limited to, the wall, stem, base slab, tie backs, dead man anchors, counterforts and any other associated supporting structures for such retaining walls. Retaining Walls located within Common Areas and any Retaining Walls located within more than one Lot, shall be maintained by the Association and the costs thereof shall be Operating Expenses of the Association; however, the Owner of the Lot that includes the Retaining Wall shall be responsible for day-to-day maintenance and cleaning of such Retaining Wall. Further, should a Retaining Wall be located within the boundaries of a single Lot, the record title owner of the Lot which includes the Retaining Wall shall be responsible for the structural maintenance, repairs, and day-to- day maintenance and cleaning of the Retaining Wall at the Owner’s sole cost and expense. In the event an Owner does not comply with this Section, the Association may perform the necessary maintenance and charge the costs thereof to the non-complying Owner as an Individual Assessment. Failure of the Association to undertake any maintenance, replacement or repair of the Retaining Wall shall in no event be deemed a waiver of the right to do so thereafter. Notwithstanding anything contained in this Section to the contrary, the Declarant neither commits to, nor shall hereby be obligated to, construct such Retaining Walls. NO STRUCTURES OR LANDSCAPING, INCLUDING WITHOUT LIMITATION FENCES, IRRIGATION PIPES, AND TREES, SHALL BE INSTALLED WITHIN TWO FEET (2’) FROM ANY RETAINING WALL. 10.9 Paved and Concrete Surfaces. The Association shall be responsible for maintenance and repair, including pressure washing/soft washing, of the sidewalks and other paved surfaces comprising part of the Common Areas within HICKORY GROVE. The Association shall perform any such maintenance and pressure washing of the sidewalks and other paved surfaces within the Common Areas, at the Board’s discretion and the costs of any such maintenance shall be part of the Operating Expenses, and each Owner of a Home shall pay an equal share of such costs. Notwithstanding the foregoing, each Owner shall be responsible for the maintenance, repair, and replacement of the paved and concrete surfaces located within their respective Lot and the right-of-way adjacent to such Lot, including, without limitation, any pavers installed thereon. 10.10 Retention/Detention Area Slopes. The rear yard of some Lots may contain slopes adjacent to the retention/detention areas (“Retention/Detention Area Slopes”). All Retention/Detention Area Slopes will be regulated and maintained by the Association, except as otherwise provided in the Retention/Detention Area Slopes Maintenance Standards. The Declarant hereby grants the Association an easement of ingress and egress across all Lots adjacent to retention/detention areas for the purpose of regulating and maintaining such Retention/Detention Area Slopes. The Association may establish from time to time standards for the Retention/Detention Area Slopes maintenance by Owners who own Lots adjacent to such areas (“Retention/Detention Area Slopes Maintenance Standards”). Such Retention/Detention Area Slopes Maintenance Standards may include requirements respecting compaction and strengthening of banks. The Association shall have the right to inspect such Retention/Detention Area Slopes to ensure that each Owner has complied with its obligations hereunder and under the Retention/Detention Area Slopes Maintenance Standards. Each Owner hereby grants the Association an easement of ingress and egress across his or her Lot to all retention/detention areas for the purpose of insuring compliance with the requirements of this provision and the Retention/Detention Area Slopes Maintenance Standards. For the purposes of this Declaration, each day that an Owner fails 1167 HICKORY GROVE Declaration 22 #9841487 v1 to comply with the requirements of this paragraph or any Retention/Detention Area Slopes Maintenance Standards shall be deemed a separate and independent violation of this Declaration. 10.11 Drainage Improvements. The Association shall be solely responsible for drainage systems and facilities, which may be comprised of swales, pipes, pumps, retention/detention area slopes, easements, or other improvements (the “Drainage Improvements”), and which may be located within Common Areas or Lots. The Association shall be responsible for routine maintenance and shall ensure functionality of the approved designed drainage patterns inclusive of all easements, swales, buffers and vegetative areas at all times. Should any area of drainage pattern demonstrate a pooling or flooding effect, the Association shall be responsible to rectify the drainage pattern to its original intended design and any and all costs associated with such repairs shall be Operating Expenses of the Association. 10.12 Additional Obligations of Association. The Association may have (or may elect to undertake on behalf of the Owners) certain responsibilities and obligations, including, without limitation, cost-sharing obligations, or obligations to construct, operate, maintain, insure and/or repair certain improvements or share certain facilities within HICKORY GROVE or adjacent to the boundaries of HICKORY GROVE, as set forth in the Title Documents or other agreements to which the Association is a party or is otherwise subject (collectively, if any, the “Agreements”). Each Owner, by acquiring title to a Lot, acknowledges and agrees that HICKORY GROVE, or certain portions thereof, is subject to the terms and conditions of the Agreements, as amended and supplemented from time to time. The Declarant reserves the right without the consent of any other party, subject to the terms and conditions set forth in the Agreements and in this Declaration , to modify any agreement affecting HICKORY GROVE, or the obligations and responsibilities of the Association, including, without limitation, obligations for cost-sharing or maintenance of improvements. BY ACCEPTANCE OF A DEED TO A LOT, EACH OWNER ACKNOWLEDGES AND AGREES ANY AND ALL COSTS ASSOCIATED WITH THE ASSOCIATION’S OBLIGATIONS UNDER THE AGREEMENTS, INCLUDING ANY OBLIGATION FOR COST-SHARING OR OBLIGATION TO CONSTRUCT, OPERATE, MAINTAIN, INSURE AND/OR REPAIR IMPROVEMENTS OR SHARE CERTAIN FACILITIES, IF ANY, SHALL BE A PART OF THE OPERATING EXPENSES. 11. Maintenance by Owners. All Lots and Homes, including, without limitation, all sidewalks, lawns, landscaping, irrigation facilities, driveways, walkways and any property, structural components comprising the Lot or Home, improvements and appurtenances not maintained by the Association, shall be well maintained and kept in first class, good, safe, clean, neat and attractive condition consistent with the general appearance of HICKORY GROVE by the record title owner of the applicable Lot. Without limitation of the foregoing, each record title owner of a Lot is specifically responsible for maintaining all paved surfaces within any portion of a Lot. No tree installed by the Declarant on any Lot shall be felled, removed, or cut down unless such tree represents a hazard to the Home or other improvements on the Lot, or to persons occupying or utilizing HICKORY GROVE. If any such tree located on an Owner’s Lot dies or is otherwise removed in accordance with the foregoing sentence, such tree shall be replaced by the Owner of the Lot upon which the tree was located, at the Owner’s expense, by a similar tree of similar size in diameter, unless otherwise approved by the ACC. No other objects or landscaping may be installed in place of any such trees. In the event Lots and Homes are not maintained by the record title owner of the Lot in accordance with the requirements of this Section, the Association may, but shall not be obligated to, perform the maintenance obligations on behalf of the record title owner. 11.1 Right of the Association to Enforce. The Declarant hereby grants the Association an easement over each Lot for the purpose of ensuring compliance with the requirements of this Section. In the event the record title owner of a Lot does not comply with this Section, the Association may perform the necessary maintenance and charge the costs thereof to the non-complying record title owner as an Individual Assessment. The Association shall have the right to enforce this Section by all necessary legal action. In the event the Association is the prevailing party with respect to any litigation respecting the enforcement of compliance with this Section, it shall be entitled to recover all of its attorneys’ fees and paraprofessional fees, and costs, at trial and upon appeal. 1168 HICKORY GROVE Declaration 23 #9841487 v1 11.2 Weeds and Refuse. No weeds, underbrush, or other unsightly growth shall be permitted to be grown or remain upon any Lot. No refuse or unsightly objects shall be allowed to be placed or allowed to remain upon any Lot. 11.3 Irrigation. Each Owner shall be responsible for the replacement or relocation of the irrigation facilities within any portion of such Lot due to such Owner’s negligence or such Owner’s installation of improvements or landscaping not originally installed by the Declarant. In the event the irrigation facilities are not replaced or relocated as or when necessary by the Owner of the Lot, the Association may, but shall not be obligated to, replace or relocate such irrigation facilities on behalf of the Owner. The costs and expenses of such replacement or relocation plus Twenty-Five and No/100 Dollars ($25.00) (or such other amount determined by Association in its sole and absolute discretion) shall be assessed against the respective Lot as an Individual Assessment. 11.4 Modification to Landscaped Areas. Without the prior written consent of the ACC, no sod, topsoil, tree, shrubbery or other landscaping shall be removed from HICKORY GROVE and there shall be no change in the plant landscaping, elevation, condition of the soil or the level of the land of such areas which results in any change in the flow and drainage of surface water which the ACC, in its sole discretion, considers detrimental or potentially detrimental to person or property. Notwithstanding the foregoing, Owners who install improvements to the Lot (including, without limitation, concrete or brick pavers) that result in any change in the flow and/or drainage of surface water shall be responsible for all of the costs of drainage problems resulting from such improvement. Further, in the event that such Owner fails to pay for such required repairs, each Owner agrees to reimburse the Association for all expenses incurred in fixing such drainage problems including, without limitation, removing excess water and/or repairing the SMS. No landscape lighting shall be installed by an Owner without the prior written approval of the ACC. 11.5 Exterior Home Maintenance. Each Owner is solely responsible for the proper maintenance and cleaning of the exterior walls of his or her Home. Exterior walls may be improved with a finish material composed of stucco or cementitious coating or fiber cement siding/cement lap siding (stucco or cementitious coating or fiber cement siding/cement lap siding is referred to herein as the “Exterior Finish”). While Exterior Finish is high in compressive or impact strength, it is not of sufficient tensile strength to resist building movement. It is the nature of Exterior Finish to experience some cracking and it will expand and contract in response to temperature, sometimes creating minor hairline cracks in the outer layer of the Exterior Finish. This is normal behavior and considered a routine maintenance item for the Owner. Each Owner is responsible for inspecting the Exterior Finish of the exterior walls for cracking and engage a qualified professional to seal those cracks and repair the affected area. In addition, each Owner is responsible for inspecting the exterior paint and caulk material in the exterior wall system openings (i.e. windows, doors, hose bibs, etc.) for peeling, cracking or separating. If the inspection reveals any such items, the Owner is responsible for engaging a qualified professional to clean, repair, re-caulk and repaint those areas of the Home. Each Owner is responsible for all maintenance and repairs described in this Section, and they should be completed in a timely fashion to prevent any damage to the Home. 11.6 Paved and Concrete Surfaces. Each Owner shall be responsible to timely repair, maintain, pressure/soft wash, and/or replace the driveways, walkways, sidewalks, including, without limitation, any concrete or brick pavers, and other paved and concrete surfaces comprising part of such Owner’s Lot. In the event the City, the County or any of their respective subdivisions, agencies, and/or divisions must remove any portion of the paved or concrete surfaces located within an Owner’s Lot for the installation, repair, replacement or maintenance of utilities or water mains, then the Owner of the applicable Lot will be responsible to replace or repair the paved or concrete surfaces at such Owner’s expense. In the event an Owner does not comply with this Section, the Association may, but shall not be obligated to, perform the necessary maintenance and/or repair and charge the costs thereof, together with interest at the highest rate allowed by law, to the non-complying Owner as an Individual Assessment. In the event the Association is the prevailing party with respect to any litigation respecting the enforcement of compliance with this Section, it shall be entitled to recover all of its attorneys’ fees and 1169 HICKORY GROVE Declaration 24 #9841487 v1 paraprofessional fees, and costs, at trial and upon appeal. Further, each Owner agrees to reimburse the Association for any expense incurred by the Association in connection with any damage to any sidewalk, driveway or walkway caused by such Owner’s negligence (or the negligent or willful acts of such Owner’s Lessee, guests or invitees). Each Owner grants the Association an easement over its Lot for the purpose of ensuring compliance with the requirements of this Section. 11.7 Water Intrusion. Florida experiences heavy rainfall and humidity on a regular basis. Each Owner is responsible for making sure his or her Home remains watertight including, without limitation, checking caulking around windows and seals on doors. Each Owner acknowledges that running air conditioning machinery with windows and/or doors open in humid conditions can result in condensation, mold and/or water intrusion. The Declarant and the Association shall not have liability under such circumstances for any damage or loss that an Owner may incur in the event an Owner fails to maintain their Home in accordance with this provision. FURTHER, GIVEN THE CLIMATE AND HUMID CONDITIONS IN FLORIDA, MOLDS, MILDEW, TOXINS AND FUNGI MAY EXIST AND/OR DEVELOP WITHIN HOMES. EACH OWNER IS HEREBY ADVISED THAT CERTAIN MOLDS, MILDEW, TOXINS AND/OR FUNGI MAY BE, OR IF ALLOWED TO REMAIN FOR A SUFFICIENT PERIOD MAY BECOME, TOXIC AND POTENTIALLY POSE A HEALTH RISK. BY ACQUIRING TITLE TO A HOME AND/OR LOT, EACH OWNER, SHALL BE DEEMED TO HAVE ASSUMED THE RISKS ASSOCIATED WITH MOLDS, MILDEW, TOXINS AND/OR FUNGI AND TO HAVE RELEASED THE DECLARANT AND THE ASSOCIATION FROM ANY AND ALL LIABILITY RESULTING FROM SAME. 11.8 Water Mains and Improvements within Lots. In the event the City, the County, or any of their respective subdivisions, agencies, and/or divisions must remove or damage any portion of a driveway, landscaping, or other improvements located on an Owner’s Lot in connection with the City’s or County’s operation, maintenance or repair of any water line or sanitary sewer line, if applicable, then the Owner of the Lot upon which such driveway, landscaping, or other improvements are located shall be responsible to replace or repair such driveway, landscaping, or other improvements at such Owner’s expense, if such expenses are not paid for by the City or the County. In the event an Owner does not comply with this Section, the Association may, but shall not be obligated to, perform the necessary repair and/or replacement and charge the costs thereof to the non-complying Owner as an Individual Assessment. In the event that the Association is the prevailing party with respect to any litigation respecting the enforcement of compliance with this Section, it shall be entitled to recover all of its attorneys’ fees and paraprofessional fees, and costs, at trial and upon appeal. Each Owner grants the Association an easement over its Lot for the purpose of ensuring compliance with the requirements of this Section. 11.9 Lot Walls/Fences. Each adjoining Owner’s obligation with respect to Lot Walls/Fences shall be determined by this Declaration, except as otherwise required by Florida law. 11.9.1 Sharing Repair and Maintenance. Each Owner shall maintain the exterior surface of a Lot Wall/Fence facing his Lot. Except as provided in this Section, the cost of reasonable repair shall be shared equally by adjoining Lot Owners. 11.9.2 Damage by One Owner. If a Lot Wall/Fence is damaged or destroyed by the act of one adjoining Owner, or his/her guests, Lessees, licensees, agents or family members (whether or not such act is negligent or otherwise culpable), then that Owner shall immediately rebuild or repair the Lot Wall/Fence to its prior condition without cost to the adjoining Owner and shall indemnify the adjoining Owner from any consequential damages, loss or liabilities. Notwithstanding anything to the contrary in this Section, the Declarant and the Association have the right to enforce the provisions of this Section, however neither the Declarant nor the Association shall have any obligation whatsoever to enforce the provisions of this Section or become involved in any dispute between Owners in connection with this Section. No Owner shall violate any of the following restrictions and any damage (whether cosmetic or structural) resulting from violation of any of the following restrictions shall be considered caused by the Owner causing such action or allowing such action to occur on such Owner’s Lot: 1170 HICKORY GROVE Declaration 25 #9841487 v1 11.9.2.1 No Owner shall allow sprinklers to spray or other water sources to deliver water within one foot (1’) of any Lot Wall/Fence, excluding rainfall that falls directly on such area (i.e. an Owner shall not collect rainfall from other portions of the Lot and deliver it within one foot (1’) of any Lot Wall/Fence); 11.9.2.2 No Owner shall allow any tree to grow within six feet (6’) of any Lot Wall/Fence (with such distance measured from the above-ground part of the tree that is nearest to the Lot Wall/Fence within five feet (5’) of the ground level of the tree, including any portion of the root system that is not completely covered by soil); 11.9.2.3 No Owner shall allow attachment of anything, including, but not limited to, any climbing plant or vine, to any Lot Wall/Fence; and 11.9.2.4 No Owner shall allow water to be provided by sprinkler, hose, hand delivery or otherwise to any plant located within five feet (5’) of any Lot Wall/Fence; provided, however, Owners are permitted to allow water delivery to any plant located within one foot (1’) of any Lot Wall/Fence if the method of such delivery is either by drip line or by spray facing in a direction away from the Lot Wall/Fence. 11.9.3 Other Damage. If a Lot Wall/Fence is damaged or destroyed by any cause other than the act of one of the adjoining Owners, his/her agents, Lessees, licensees, guests or family members (including ordinary wear and tear and deterioration from lapse of time), then the adjoining Owners shall rebuild or repair the Lot Wall/Fence to its prior condition, equally sharing the expense; provided, however, that if a Lot Wall/Fence is damaged or destroyed as a result of an accident or circumstances that originate or occur on a particular Lot (whether or not such accident or circumstance is caused by the action or inaction of the Owner of that Lot, or his/her agents, Lessees, licensees, guests or family members) then in such event, the Owner of that particular Lot shall be solely responsible for the cost of rebuilding or repairing the Lot Wall/Fence and shall immediately repair the Lot Wall/Fence to its prior condition. 11.9.4 Right of Entry. Each Owner shall permit the Owners of adjoining Lots, or their representatives, to enter his/her Lot for the purpose of installations, alterations, or repairs to a Lot Wall/Fence on the Lot of such adjoining Owners, provided that other than for emergencies, requests for entry are made in advance and that such entry is at a time reasonably convenient to the Owner of the adjoining Lot. An adjoining Owner making entry pursuant to this Section shall not be deemed guilty of trespassing by reason of such entry. Such entering Owner shall indemnify the adjoining Owner from any consequential damages sustained by reason of such entry. 11.9.5 Right of Contribution. The right of any Owner to contribution from any other Owner under this Section shall be appurtenant to the land and shall pass to such Owner’s successors in title. 11.9.6 Consent of Adjoining Owner. In addition to meeting the requirements of this Declaration and of any applicable building code and similar regulations or ordinances, any Owner proposing to modify, alter, make additions to or rebuild (other than rebuilding in a manner materially consistent with the previously existing Lot Wall/Fence) the Lot Wall/Fence, shall first obtain the written consent of the adjoining Owner, which shall not be unreasonably withheld, delayed or conditioned. 11.10 Roof Maintenance. Each record title owner of a Home shall maintain, repair, and replace roofs of his or her Home, including shingles and roof decking and shall further be obligated to repair or replace roof trusses or other structural components of the roof. In the event an Owner does not perform such maintenance in compliance with this Section, the Association may perform the necessary maintenance and charge the costs thereof to the non-complying Owner as an Individual Assessment. 1171 HICKORY GROVE Declaration 26 #9841487 v1 Each Owner grants the Association an easement over its Lot for the purpose of ensuring compliance with the requirements of this Section. 11.11 Paint. The exterior of Homes shall be repainted by the record title owner of such Home within forty-five (45) days of notice by the ACC to the record title owner of the applicable Home. In the event an Owner does not comply with this Section, the Association may perform the necessary maintenance required by this Section and charge the costs thereof to the non-complying record title owner as an Individual Assessment. In the event an Owner desires to paint his/her Home, or is required to paint his/her Home in compliance with this Section, such painting by the Owner shall be subject to ACC approval. If the proposed painting by an Owner is approved by the ACC, the ACC shall have the right to impose such conditions as it deems reasonably appropriate. The conditions shall, at a minimum, include the following: 11.11.1 all work and materials shall be at the record title owner’s sole cost and expense; 11.11.2 all color selections shall be approved by the ACC and must be the same or substantially similar to the original color of the Home and the other Homes attached to the Home; and 11.11.3 the painting project must include an entire elevation of the Home (i.e. the entire side of the Home, etc.). 11.12 Pressure Washing/Soft Washing. Each Owner shall be responsible, at their sole cost and expense, for pressure washing/soft washing the driveways, sidewalks, walkways, roofs and the exterior portions of his/her Home, including any exterior walls of a garage, garage door, exterior doors, shutters, and fascia. Each Owner shall conduct such pressure washing/soft washing on a routine basis, and in no event later than thirty (30) days after notice by the Board or the ACC to the Owner of the applicable Lot. In the event an Owner does not comply with this Section, the Association may perform the necessary maintenance required by this Section and charge the costs thereof to the non-complying Owner as an Individual Assessment. CLEANING SOME SURFACES WITH HIGH PRESSURE MAY CAUSE DAMAGE TO THE SURFACE OF CERTAIN STRUCTURES AND A SOFT WASH MAY BE REQUIRED. PRIOR TO ANY PRESSURE WASHING/SOFT WASHING, EACH OWNER SHOULD OBTAIN FROM THE MANUFACTURER OF THE AREA TO BE CLEANED, THE PROPER CLEANING INSTRUCTIONS TO ENSURE NO DAMAGE IS CAUSED TO THE SURFACE AND TO ENSURE COMPLIANCE WITH THE MANUFACTURER’S MAINTENANCE REQUIREMENTS FOR WARRANTY PURPOSES, IF ANY. 12. Use Restrictions. The following use restrictions shall apply to all Lots within HICKORY GROVE, except for any Lots owned by the Declarant. Each Owner must comply with the following: 12.1 Alterations and Additions. No material alteration, addition or modification to a Lot or Home, or material change in the appearance thereof, shall be made without the prior written approval thereof being first obtained from the ACC as required by this Declaration. 12.2 Animals. No animals of any kind shall be raised, bred or kept within HICKORY GROVE for commercial purposes. Other than swine, poultry, or pets that become a nuisance, Owners may keep domestic pets as permitted by City and/or County ordinances and otherwise in accordance with the Rules and Regulations established by the Board from time to time, subject to the Americans with Disabilities Act and the Federal Fair Housing Act. Notwithstanding the foregoing, pets permitted by this Section may be kept or harbored in a Home only so long as such pets or animals do not constitute a nuisance. A determination by the Board that an animal or pet kept or harbored in a Home is a nuisance shall be conclusive and binding on all parties. All pets shall be walked on a leash. No pet shall be permitted outside a Home unless such pet is kept on a leash or within an enclosed portion of the Lot. No pet or animal shall be “tied out” on the exterior of the Home or in the Common Areas, or left unattended in a 1172 HICKORY GROVE Declaration 27 #9841487 v1 yard or on a balcony, porch, or patio. No dog runs or enclosures shall be permitted on any Lot. When notice of removal of any pet is given by the Board, the pet shall be removed within forty-eight (48) hours of the receipt of such notice. The Owner responsible for a pet shall be responsible for removing from the Common Areas any matter created by the pet and disposing of the same in a sanitary manner. Each Owner shall be responsible for all the activities of its pet. Notwithstanding anything to the contrary herein, all restrictions contained in this Section are subject to the Americans with Disabilities Act and the Federal Fair Housing Act. 12.3 Artificial Vegetation. Except as otherwise permitted by Florida law, no artificial grass, plants or other artificial vegetation, or rocks or other landscape devices, shall be placed or maintained upon the exterior portion of any Lot, unless approved by the ACC. 12.4 Automobiles and other Vehicles. Notwithstanding any other provision in this Declaration to the contrary, the following restrictions shall not apply to construction vehicles utilized in connection with construction, improvement, installation, or repair by the Declarant, or its agents. 12.4.1 Parking. Except as otherwise expressly provided herein with respect to Government Vehicles (as defined below), Owners’ vehicles shall be parked in the garage or driveway of the respective Owner’s Lot and shall not block the sidewalk. No vehicles of any nature shall be parked on any portion of HICKORY GROVE or a Lot except on the surfaced parking area thereof. Vehicles shall not park on the paved or concrete surfaces comprising the Common Area, except in designated parking areas, if any. No vehicles used in business for the purpose of transporting goods, equipment and the like, shall be parked in HICKORY GROVE except during the delivery of goods or during the provision of services. Notwithstanding any other provision in this Declaration to the contrary, the foregoing restrictions shall not apply to law enforcement vehicles or vehicles issued by a governmental entity, so long as such vehicles are used for normal transportation and there are no ladders, racks, and hooks or such other commercial equipment attached to such vehicles (“Government Vehicles”). THE ROADWAYS WITHIN HICKORY GROVE SHALL BE PUBLIC ROADWAYS AND SHALL NOT BE MAINTAINED OR REGULATED BY THE ASSOCIATION. EACH OWNER BY THE ACCEPTANCE OF A DEED TO THEIR HOME ACKNOWLEDGES AND AGREES THE ASSOCIATION HAS NO CONTROL WITH REGARD TO ACCESS, PARKING, AND USAGE OF SUCH ROADWAYS BY THE GENERAL PUBLIC AND/OR MEMBERS OF THE ASSOCIATION AND THAT THE CITY OR COUNTY, AS APPLICABLE, MAY HAVE ADDITIONAL ORDINANCES WHICH MAY ALSO GOVERN THE PARKING OF VEHICLES WITHIN THE ROADWAYS AND LOTS WITHIN HICKORY GROVE. THE RESPONSIBILITY FOR ENFORCEMENT OF ANY LAWS REGARDING ACCESS, PARKING, AND USAGE OF PUBLIC ROADWAYS RESTS SOLELY WITH THE APPLICABLE GOVERNMENTAL AUTHORITY AND THE ASSOCIATION DISCLAIMS RESPONSIBILITY FOR SUCH ENFORCEMENT. 12.4.2 Repairs and Maintenance of Vehicles. No vehicle which cannot operate on its own power shall remain on HICKORY GROVE for more than twelve (12) hours, except in the garage of a Home. No repair or maintenance, except emergency repair, of vehicles shall be made within HICKORY GROVE, except in the garage of a Home. No vehicles shall be stored on blocks. No tarpaulin covers on vehicles shall be permitted anywhere within the public view. 12.4.3 Prohibited Vehicles. No commercial vehicle, limousine, recreational vehicle, all-terrain vehicles (ATV), boat (or other watercraft), trailer, including, without limitation, boat (or other watercraft) trailers, house trailers, mobile homes, and trailers of every other type, kind or description, or camper, may be kept within HICKORY GROVE except in the garage of a Home. The term “commercial vehicle” shall not be deemed to include law enforcement vehicles, recreational or utility vehicles (e.g. Broncos, Blazers, Explorers, Navigators, etc.) or clean “non- working” vehicles such as pick-up trucks, vans, or cars if they are used by the Owner on a daily basis for normal transportation; provided, however, vehicles with ladders, racks, and hooks or such other equipment attached to such vehicles shall be “commercial vehicles” prohibited by this 1173 HICKORY GROVE Declaration 28 #9841487 v1 Section. No vehicles with missing or expired tags or registrations shall remain within HICKORY GROVE, except in the garage of a Home. No vehicles displaying commercial advertising shall be parked within the public view. No vehicles bearing a “for sale” sign shall be parked within the public view anywhere within HICKORY GROVE. For any Owner who drives an automobile issued by the City, the County or other governmental entity (e.g. police cars), such automobile shall not be deemed to be a commercial vehicle and may be parked in the garage or driveway of the Lot. No vehicle shall be used as a domicile or residence either temporarily or permanently. No all- terrain vehicles (ATVs), golf carts, scooters or mini motorcycles are permitted at any time on any paved surfaces forming a part of the Common Areas (if any). Additionally, no all-terrain vehicle (ATV) or mini motorcycle may be parked or stored within HICKORY GROVE, including on any Lot, except in the garage of a Home. Notwithstanding any other provision in this Declaration to the contrary, the foregoing restrictions shall not apply to construction vehicles utilized in connection with construction, improvement, installation, or repair by the Declarant, or its agents. 12.4.4 Towing. Subject to applicable laws and ordinances, any vehicle parked in violation of these or other restrictions contained herein or in the Rules and Regulations may be towed by the Association at the sole expense of the owner of such vehicle if such vehicle remains in violation for a period of twenty-four (24) hours from the time a notice of violation is placed on the vehicle or if such a vehicle was cited for such violation within the preceding fourteen (14) day period. Each Owner by acceptance of title to a Home irrevocably grants the Association and its designated towing service the right to enter a Lot and tow vehicles that are in violation of this Declaration. Neither the Association nor the towing company shall be liable to the owner of such vehicle for trespass, conversion or otherwise, nor guilty of any criminal act, by reason of such towing or removal and once the notice is posted, neither its removal, nor failure of the owner to receive it for any other reason, shall be grounds for relief of any kind. For purposes of this paragraph, “vehicle” shall also mean campers, boats, watercraft, mobile homes, trailers, etc. By accepting title to a Home, the Owner provides to the Association the irrevocable right to tow or remove vehicles parked on the Owner’s Lot or Common Areas that are in violation of this Declaration. An affidavit of the person posting the aforesaid notice stating it was properly posted shall be conclusive evidence of proper posting. THE ROADWAYS WITHIN HICKORY GROVE ARE PART OF THE PUBLIC SYSTEM OF ROADWAYS. AS SUCH, IN NO EVENT SHALL THE ASSOCIATION BE RESPONSIBLE FOR TOWING VEHICLES PARKED ON THE ROADWAYS WITHIN HICKORY GROVE. 12.5 Bear and Wildlife Attractant Prevention. Owners shall be required to remove and/or secure bear attractants within a Lot in accordance with any local ordinance and/or as may be required by the Association. Pet food shall not be stored outside for any period of time other than the actual time the pet is eating. All barbecue grills shall be cleaned immediately after use or stored in a garage, or other secure location. All bird and wildlife feeders must be removed if there is evidence of disturbance or damage by animals such as bears or raccoons. The Association may require removal of individual feeders or all feeders from time to time as animal activity may indicate. Compost receptacles shall not be stored outside and should be stored in a garage or other secure location. 12.6 Casualty Destruction to Improvements. In the event that a Home or other improvement is damaged or destroyed by casualty loss or other loss, then the Owner thereof shall commence to rebuild or repair the damaged Home or improvement in accordance with Section 14 of this Declaration. As to any such reconstruction of a destroyed Home or improvements, the same shall only be replaced as approved by the ACC. 12.7 Commercial Activity. Except for normal construction activity, sale, rental and re-sale of a Home, sale or re-sale of other property owned by the Declarant, and administrative offices of the Declarant, no commercial or business activity shall be conducted within HICKORY GROVE, including, without limitation, within any Home. Notwithstanding the foregoing, and subject to applicable statutes and ordinances, an Owner may maintain a home business office within a Home for such Owner’s personal use; provided, however, business invitees, customers, and clients shall not be permitted to meet with 1174 HICKORY GROVE Declaration 29 #9841487 v1 Owners in Homes unless the Board provides otherwise in the Rules and Regulations. No Owner may actively engage in any solicitations for commercial purposes within HICKORY GROVE. No solicitors of a commercial nature shall be allowed within HICKORY GROVE, without the prior written consent of the Association. No day care center, “half-way house,” or assisted living facility may be operated out of a Home. No garage sales are permitted, except as permitted by the Association. Prior to the Community Completion Date, the Association shall not permit any garage sales without the prior written consent of the Declarant. 12.8 Completion and Sale of Homes. Notwithstanding anything contained herein to the contrary, no person or entity shall interfere with the completion and sale of Homes and/or Lots within HICKORY GROVE by the Declarant. WITHOUT LIMITING THE FOREGOING, EACH OWNER, BY ACCEPTANCE OF A DEED, AGREES THAT ACTIONS OF OWNERS MAY IMPACT THE VALUE OF HOMES AND/OR LOTS; THEREFORE EACH OWNER IS BENEFITED BY THE FOLLOWING RESTRICTIONS: PICKETING AND POSTING OF NEGATIVE SIGNS IS STRICTLY PROHIBITED IN ORDER TO PRESERVE THE VALUE OF THE HOMES AND/OR LOTS IN HICKORY GROVE AND THE RESIDENTIAL ATMOSPHERE THEREOF. 12.9 Control of Contractors. Except for direct services which may be offered to Owners (and then only according to the Rules and Regulations relating thereto, as adopted or amended from time to time), no person other than an Association officer shall direct, supervise, or in any manner attempt to assert any control over any Contractor of the Association. 12.10 Cooking. No cooking shall be permitted nor shall any foods or beverages be consumed on the Common Areas, except in areas designated for those purposes by the Association. The Board shall have the right to prohibit or restrict the use of grills or barbecue facilities throughout HICKORY GROVE. 12.11 Decorations. No decorative objects including, but not limited to, birdbaths, light fixtures, sculptures, statues, or weather vanes, or flagpoles shall be installed or placed within or upon any portion of HICKORY GROVE without the prior written approval of the ACC. Notwithstanding the foregoing, holiday lighting and decorations shall be permitted to be placed upon the exterior portions of the Home and upon the Lot in the manner permitted hereunder commencing the week before Thanksgiving and shall be removed not later than January 15th of the following year. The ACC may establish standards for holiday lights and decorations at its sole discretion, including, without limitation additional time periods and holidays during which Owners may place lighting or decorations on exterior portions of the Home. The ACC may require the removal of any lighting or decoration that creates a nuisance (e.g., unacceptable spillover to adjacent Home or excessive travel through HICKORY GROVE). Except as otherwise provided in Section 720.304(2)(b), Florida Statutes (2021), and subject to the requirements of such provision, no flag poles are permitted without the prior written approval of the ACC. 12.12 Disputes as to Use. If there is any dispute as to whether the use of any portion of HICKORY GROVE complies with this Declaration, such dispute shall, prior to the Community Completion Date, be decided by the Declarant, and thereafter by the Board. A determination rendered by such party with respect to such dispute shall be final and binding on all persons concerned. 12.13 Drainage System. Drainage Improvements may be part of the Common Areas and/or Lots. After Drainage Improvements are installed by the Declarant, the maintenance of Drainage Improvements within the boundary of a Lot shall be the responsibility of the Association. In the event Drainage Improvements are adversely affected by landscaping, fences, structures, or any other improvements (including, without limitation, pavers), the cost to correct, repair, or maintain such Drainage Improvements shall be the responsibility of the record title owner of the Lot that includes such improvements. By way of example, and not of limitation, if the Owner of one Lot plants a tree (pursuant to ACC approval) and the roots of such tree subsequently affect Drainage Improvements within another Lot, the Owner that planted the tree shall be solely responsible for the removal of the roots which adversely affects the adjacent Lot. NOTWITHSTANDING THE FOREGOING, THE ASSOCIATION AND THE 1175 HICKORY GROVE Declaration 30 #9841487 v1 DECLARANT SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR DRAINAGE PROBLEMS OF ANY TYPE WHATSOEVER. 12.14 Extended Vacation and Absences. In the event a Home will be unoccupied for an extended period, the Home must be prepared prior to departure by: (i) removing all removable furniture, plants and other objects from outside the Home; and (ii) designating a responsible firm or individual to care for the Home, should the Home suffer damage or require attention, and providing a key to that firm or individual. Neither the Association nor the Declarant shall have any responsibility of any nature relating to any unoccupied Home. 12.15 Fences and Walls. No walls or fences shall be erected or installed by an Owner within HICKORY GROVE. This provision shall not apply to walls or fences installed by the Declarant. 12.16 Fuel Storage. No fuel storage shall be permitted within HICKORY GROVE, except as may be necessary or reasonably used for barbecues, fireplaces or similar devices. 12.17 Garages. No garage shall be converted into a general living area. Garage doors shall remain closed at all times except when vehicular or pedestrian access is required. 12.18 Garbage Disposal. Trash collection and disposal procedures established by the Association shall be observed. No outside burning of trash or garbage is permitted. No garbage cans, supplies or other similar articles shall be maintained on any Lot so as to be visible from the street. Each Owner shall be responsible for properly depositing his or her garbage and trash in a bear-resistant garbage container sufficient for pick-up by the appropriate collection agencies in accordance with the requirements of any such agency. All such trash receptacles shall be maintained in a sanitary condition and shall be shielded from the view of adjacent properties and streets. Garbage cans and trash containers shall not be placed outside the Home for pick-up earlier than 7:00 p.m. on the day preceding the pick-up and shall be removed the day of pick-up. Except for normal construction debris on a Lot during the course of construction of a Home, no garbage, refuse or debris of any kind shall be placed or permitted to accumulate upon any portion of HICKORY GROVE. 12.19 Hurricane Shutters. Any hurricane shutters or other protective devices visible from outside a Home shall be of a type as approved in writing by the ACC and shall match the color or trim of the Home and be of a neutral color. Panel, accordion and roll-up style hurricane shutters may not be left closed during hurricane season (or at any other time). Any such approved hurricane shutters may be installed or closed up to forty-eight (48) hours prior to the expected arrival of a hurricane and must be removed or opened within seventy-two (72) hours after the end of a hurricane watch or warning or as the Board may determine otherwise. Except as the Board may otherwise decide, shutters may not be closed at any time other than a storm event. Any approval by the ACC shall not be deemed an endorsement of the effectiveness of hurricane shutters. Notwithstanding the foregoing, in the event of an emergency and issued storm warning, Owners may install temporary emergency storm protective window coverings up to seventy-two (72) hours prior to the expected arrival of a storm, which must be removed within seventy- two (72) hours after the end of such storm. 12.20 Irrigation. Due to water quality, irrigation systems may cause staining on Homes, other structures or paved areas. It is each Owner’s responsibility to treat and remove any such staining within an Owner’s Lot. In no event shall the Declarant or the Association be responsible for any staining that may occur as a result of the irrigation water. The Declarant may, at its sole discretion, utilize a computerized loop system to irrigate the Common Areas. Any computerized loop irrigation system that is not the maintenance obligation of an Owner pursuant to the terms of this Declaration shall be the maintenance obligation of the Association. 12.21 Lampposts. No lamppost shall be installed on any Lot without prior written consent of the ACC. The ACC shall have the right to require that all lampposts shall be of one particular type or design specified by the ACC. 1176 HICKORY GROVE Declaration 31 #9841487 v1 12.22 Laundry; Renewable Energy Devices. Subject to the provisions of Section 163.04, Florida Statutes (2021), to the extent applicable, no rugs, mops, or laundry of any kind, or any other similar type article, shall be shaken, hung or exposed so as to be visible outside the Home or Lot. Clotheslines may be installed in the rear of a Lot so long as not visible from the front of the Lot; provided, that, any such clothesline shall be removed when it is not in use as a clothesline. Nothing in this Declaration shall be deemed to prohibit the installation of energy devices based on renewable resources (e.g., solar collector panels); provided, however, such devices shall be installed only as approved by the ACC and in accordance with the Community Standards. 12.23 Lawful Use. No immoral, improper, offensive, unlawful or obnoxious use shall be made in any portion of HICKORY GROVE as determined by the Board in its sole discretion. All laws, zoning ordinances and regulations of all governmental entities having jurisdiction thereof shall be observed. The responsibility of meeting the requirements of governmental entities for maintenance, modification or repair of a portion of HICKORY GROVE shall be the same as the responsibility for maintenance and repair of the respective property under the provisions of this Declaration. 12.24 Leases. Homes may be leased, licensed or occupied only in their entirety and no fraction or portion may be rented. No bed and breakfast facility may be operated out of a Home. Individual rooms of a Home may not be leased on any basis. No transient tenants may be accommodated in a Home. All leases or occupancy agreements of Homes (collectively, “Lease Agreements”) are subject to the provisions of this Section. All Lease Agreements shall be in writing. A copy of all Lease Agreements shall be provided to the Association. No Lease Agreement may be for a term of less than six (6) months. The Lessee, as part of the Lease Agreement, shall agree to abide by and adhere to the terms and conditions of this Declaration together with all Rules and Regulations and all policies adopted by the Association. By acceptance of a deed to a Home, the Owner hereby agrees to remove, at the Owner’s sole expense, by legal means including eviction, his or her Lessee should the Lessee refuse or fail to abide by and adhere to this Declaration, the Rules and Regulations and any other policies adopted by the Association. All Lease Agreements shall require the Home to be used solely as a private single family residence. Each leased Home shall be occupied by the Lessee, members of the Lessee’s family, overnight guests and professional caregivers as a residence and for no other purpose. During such time as a Home is leased, the Owner of such Home shall not enjoy the use privileges of the Common Areas appurtenant to such Home. Each Owner shall collect from their respective Lessee and remit to the Association a security deposit in the amount of Two Hundred and No/100 Dollars ($200.00), or such other amount as determined by the Board from time to time, to cover expenses related to the maintenance and repairs of the Home and/or damage caused to the Common Areas by the Lessee, members of the Lessee’s family, or the Lessee’s guests and invitees. The Association shall be entitled to apply the deposit to any Lessee obligations in connection with the Home, Common Area, or otherwise described in this Declaration; provided, that, the Lessee does not undertake obligations after notice from the Association. Unless otherwise applied as provided herein, the deposit shall be returned to the Owner upon termination of the lease term after the Association receives notice of such termination. In the event that the Owner does not comply with this Section, the Association may charge the deposit to the Owner as an Individual Assessment. Notwithstanding anything to the contrary herein, the leasing of a Home to a Lessee and the collection of the deposit referred to herein from an Owner shall not reduce or abate any Owner’s obligations pursuant to this Declaration, or give any Owner the right to avoid any of the covenants, agreements, or obligations to be performed hereunder. 12.25 Minor’s and Guest’s Use of Commonly Shared Facilities. Adults shall be responsible for all actions of their minor children and guests at all times in and about HICKORY GROVE. The Declarant and the Association shall not be responsible for use of the Common Areas by anyone, including minors and guests. 12.26 Nuisances. No nuisance, or any use or practice that is the source of unreasonable annoyance to others or which interferes with the peaceful possession and proper use of HICKORY 1177 HICKORY GROVE Declaration 32 #9841487 v1 GROVE, as determined by the Board in its sole discretion, is permitted. No firearms shall be discharged within HICKORY GROVE. Nothing shall be done or kept within the Common Areas or any other portion of HICKORY GROVE, including a Home or Lot which will increase the rate of insurance to be paid by the Association. 12.27 Oil and Mining Operations. No oil, drilling development operations, oil refining, quarrying or mining operations of any kind shall be permitted upon or on any Lot, nor shall oil wells, tanks, tunnels, mineral excavations or shafts be permitted upon or on any Lot. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, maintained or permitted on any Lot. 12.28 Personal Property; Patio and Lawn Furniture. All personal property of Owners or other occupants of Homes shall be stored within the Homes. No personal property, except usual patio furniture, may be stored on, nor any use made of, the Common Areas, any Lot or Home, or any other portion of HICKORY GROVE, which is unsightly or which interferes with the comfort and convenience of others. No patio furniture or swings shall be installed or placed within or upon any portion of the front of a Home or Lot so as to be visible outside the Home or Lot, without the prior written approval of the ACC. The ACC may establish standards for patio furniture and patio swings at its sole discretion. Swings and patio furniture will not be approved by the ACC for placement in front of the Home unless a front porch is part of the architectural design of the Home. Except as otherwise approved by the ACC in accordance with the foregoing, all other outdoor furniture and lawn furniture must be used and stored only in the rear of the Home and shall not be visible from the street in front of the Home. The Board may require the removal of any patio furniture or lawn furniture that is unsightly or creates a nuisance in the Boards’ sole discretion. In the event a Home will be unoccupied for a period of seven (7) or more days, prior to departure by the Owner, such Owner must remove all patio furniture and lawn furniture from outside the Home and Lot. In addition, all patio furniture, lawn furniture and lawn ornaments shall be removed from outside and stored within the Home upon issuance of any storm warnings of a Tropical Storm Warning or higher storm warning. 12.29 Removal of Soil and Additional Landscaping. Without the prior consent of the ACC, no Owner shall remove soil from any portion of HICKORY GROVE, change the level of the land within HICKORY GROVE, or plant landscaping which results in any permanent change in the flow and drainage of surface water within HICKORY GROVE. Owners may place additional plants, shrubs, or trees within any portion of their respective Lots with the prior written approval of the ACC. 12.30 Roofs, Driveways and Pressure Washing/Soft Washing. Roofs, exterior surfaces and/or pavement, including, but not limited to, walkways, sidewalks, and driveways, shall be pressure washed/soft washed within thirty (30) days of notice by the ACC to the Owner of the Lot. No surface applications to driveways shall be permitted without the prior written approval of the ACC as to material, color and pattern. Such applications shall not extend beyond the front Lot line or include the sidewalk. All roofs must be in compliance with the Community Standards. PRIOR TO ANY PRESSURE WASHING/SOFT WASHING, EACH OWNER SHOULD OBTAIN FROM THE MANUFACTURER OF THE AREA TO BE CLEANED, THE PROPER CLEANING INSTRUCTIONS TO ENSURE NO DAMAGE IS CAUSED TO THE SURFACE AND TO ENSURE COMPLIANCE WITH THE MANUFACTURER’S MAINTENANCE REQUIREMENTS FOR WARRANTY PURPOSES, IF ANY. 12.31 Satellite Dishes and Antennae. No exterior visible antennae, radio masts, towers, poles, aerials, satellite dishes, or other similar equipment shall be placed on any Home or Lot without the prior written approval thereof being first obtained from the ACC as required by this Declaration. Each Owner agrees that the location of such items must be first approved by the ACC in order to address the safety and welfare of the residents of HICKORY GROVE. No Owner shall operate any equipment or device which will interfere with the radio or television reception of others. All antennas not covered by the Federal Communications Commission (“FCC”) rules are prohibited. Installation, maintenance, and use of all antennas shall comply with the Community Standards adopted by the Board and shall be governed by the then current rules of the FCC. 1178 HICKORY GROVE Declaration 33 #9841487 v1 12.32 Screened Enclosures and Decks/Patios/Lanais. All screening and screened enclosures shall have the prior written approval of the ACC and shall be in accordance with the Community Standards. All enclosures of balconies or patios, including addition of vinyl windows, shall be approved by the ACC and shall comply with the Community Standards. All decks, patios, and lanais shall have the prior written approval of the ACC and shall be in compliance with the Community Standards. 12.33 Signs and Flags. No sign, flag, banner, advertisement, notice or other lettering shall be exhibited, displayed, inscribed, painted or affixed in, or upon any part of HICKORY GROVE, including, without limitation, any Home, Lot or vehicle, that is visible from the outside; provided, however, any Owner may display in a respectful manner one (1) portable, removable United States flag or official flag of the State of Florida and one (1) portable, removable official flag of the United States Army, Navy, Air Force, Marine Corps, or Coast Guard, or a POW-MIA flag. Any such permitted flags may not exceed four and one-half feet (4 ½’) by six feet (6’). Each Owner may erect one (1) freestanding flag pole that is no more than twenty feet (20’) high on any portion of such Owner’s Lot if the flag pole does not obstruct sightlines at intersections and is not erected within or upon any easement. The flag pole may not be installed any closer than ten feet (10’) from the back of curb, or within ten feet (10’) of any Lot boundary line. Any Owner may further display from the flagpole, one (1) official United States flag, not larger than four and one-half feet (4 ½’) by six feet (6’), and may additionally display one (1) official flag of the State of Florida or the United States Army, Navy, Air Force, Marine Corps, or Coast Guard, or a POW-MIA flag. Such additional flag must be equal in size to or smaller than the United States flag. Any flag pole installed in accordance with this Section is subject to all building codes, zoning setbacks, and other applicable governmental regulations, including, without limitation, noise and lighting ordinances of the City and/or County and all setback and location criteria contained in this Declaration and in the Community Standards. The Declarant and the Association are exempt from this Section; provided, further, the Declarant specifically reserves the right, for itself and its agents, employees, nominees and assigns the right, privilege and easement to construct, place and maintain upon any property within HICKORY GROVE such signs and flags as it deems appropriate in connection with the development, improvement, construction, marketing and sale of any of the Lots and Homes. The prohibitions on signs and flags displayed on or within vehicles contained above in this Section shall not apply to commercial vehicles such as for construction use or providing pick-up and delivery services and other commercial services. 12.34 Social Media. The Association may create an official social media page, forum or website for HICKORY GROVE. If created by the Association, such social media pages shall be for Owners only, not for public participation by non-Owners, and such page(s) may be used as a communication instrument by and for the Association. The Association shall have the right to impose conditions or standards in connection with the use of any social media page(s) for HICKORY GROVE and by acceptance of a deed to a Lot and by participating on such social media page(s), each Owner acknowledges and agrees that it has voluntarily subjected itself to such conditions and standards and shall comply with such conditions and standards. By acceptance of a deed to a Lot, each Owner who actively participates on such social media page(s) for HICKORY GROVE agrees to the following conditions and standards: (i) Owners shall not engage in any immoral, improper, offensive, unlawful or obnoxious use or posts; (ii) all posts and comments by Owners must generally be positive and respectful and shall in no way be malicious or disparaging to any person or business, including, without limitation, the Association, the Declarant or any other Owner(s); and (iii) Owners shall not use such social media page(s) to report or discuss any violations of the Governing Documents, any property or Home issues, or any other issues or problems with HICKORY GROVE, the Declarant, the ACC or the Association, and such Owner shall report all such issues directly to the Association and/or Declarant (as applicable) rather than reporting or discussing such issues on any social media page(s). Each Owner acknowledges and agrees that neither the Declarant nor any Manager (as defined herein) is responsible for monitoring any social media page(s) for HICKORY GROVE. IF AN OWNER WITNESSES A FIRE, ACCIDENT, THEFT OR OTHER SERIOUS EVENT, SUCH OWNER SHALL CALL 911 AND NOTIFY THE ASSOCIATION BEFORE POSTING ON ANY SOCIAL MEDIA PAGE. 1179 HICKORY GROVE Declaration 34 #9841487 v1 12.35 Sports Equipment. No recreational, playground or sports equipment shall be installed or placed within or about any portion of HICKORY GROVE without prior written consent of the ACC. No basketball backboards, skateboard ramps, or play structures will be permitted without the prior written approval by the ACC. Such approved equipment shall be located at the rear of the Lots or on the inside portion of corner Lots within the setback lines. Tree houses or platforms of a similar nature shall not be constructed on any part of a Lot. Rules and Regulations governing basketball hoops may be adopted by the Association from time to time. 12.36 Storage. No temporary or permanent utility or storage shed, storage building, tent, or other structure or improvement shall be permitted and no other structure or improvement shall be constructed, erected, altered, modified or maintained without the prior written approval of the ACC, which approval shall conform to the requirements of this Declaration and the Community Standards. Water softeners, trash containers, propane tanks, and other similar devices shall be properly screened from all roadways in a manner approved by the ACC. 12.37 Subdivision and Regulation of Land. No portion of any Lot shall be divided or subdivided or its boundaries changed without the prior written approval of the Declarant prior to the Community Completion Date, and thereafter, by the Association. No Owner shall inaugurate or implement any variation from, modification to, or amendment of governmental regulations, land use plans, land development regulations, zoning, or any other development orders or development permits applicable to HICKORY GROVE, without the prior written approval of the Declarant, which may be granted or denied in its sole discretion. 12.38 Substances. No flammable, combustible or explosive fuel, fluid, chemical, hazardous waste, or substance shall be kept on any portion of HICKORY GROVE or within any Home or Lot, except those which are required for normal household use. All propane tanks and bottled gas for household and/or pool purposes (excluding barbecue grill tanks) must be installed underground or in a manner to be screened from view by landscaping or other materials approved by the ACC. 12.39 Surveillance Equipment and Security Systems. Except for video monitoring doorbells, no Owner shall install any security and/or surveillance systems or related equipment on the exterior portion of a Home or Lot without first obtaining prior written approval of the ACC. Except for video monitoring doorbells, all exterior components of any security system or surveillance equipment require prior written approval from the ACC. Notwithstanding the foregoing, Owners may install compact video-equipped doorbells on the exterior of the Home in accordance with the Community Standards. No security and/or surveillance systems shall be installed in a manner that is unsightly or which interferes with the comfort and convenience of other Owners. All conduits and wiring on the exterior portion of a Home shall be encased and painted to match the adjacent exterior surface of the Home. Security cameras and other surveillance equipment shall not be directed onto a neighboring Home or installed directly across from the window of an adjacent Home. Security alarms audible outside of the Home must be connected to a monitoring service that is able to remotely turn off the alarm, or the security alarm must automatically turn off after no more than fifteen (15) minutes of noise production audible outside of the Home. 12.40 Swimming, Fishing and Boating. Swimming and fishing are prohibited within any retention/detention areas or other water bodies within the boundaries of HICKORY GROVE. Boating and personal watercraft (e.g., water skis) are prohibited. No private docks may be erected within any retention/detention areas and/or any other water bodies within HICKORY GROVE. 12.41 Swimming Pools and Spas. No pools, including above-ground pools or in-ground pools, shall be permitted within any Lot. Hot tubs, spas and related appurtenances shall not be permitted. 12.42 Unmanned Aircraft Systems. Drones or similar unmanned aircraft, either with or without cameras, shall not be operated by an Owner, its Immediate Family Members, Lessees, guests or invitees on, over or from any Lot or Common Area within HICKORY GROVE, except for the purpose of an Owner or their authorized agent periodically inspecting the Owner’s respective Lot or Home, or as otherwise 1180 HICKORY GROVE Declaration 35 #9841487 v1 permitted by the Board from time to time. The Board is specifically vested with the exclusive authority to adopt reasonable conditions and standards concerning or related to the operation of drones or similar unmanned aircraft on, over or from Lots or Common Areas. All drones or similar unmanned aircraft systems shall only be operated in accordance with Federal, State and Local regulations, all as amended from time to time. In no event shall an operator of a drone or similar unmanned aircraft system invade the privacy of another person on any Lot or the Common Area. No person shall operate a drone or similar unmanned aircraft system in any manner that constitutes a nuisance or harasses, annoys, or disturbs the quiet enjoyment of another person, including, without limitation, to another Owner, its Immediate Family Members, Lessees, guests or invitees. 12.43 Use of Homes. Each Home is restricted to residential use as a residence by the Owner or permitted occupant thereof, its Immediate Family Members, guests, Lessees and invitees. 12.44 Visibility on Corners. Notwithstanding anything to the contrary in this Declaration, no obstruction to visibility at street intersections shall be permitted and such visibility clearances shall be maintained as required by the Board and governmental agencies. No vehicles, objects, fences, walls, hedges, shrubs or other planting shall be placed or permitted on a corner Lot where such obstruction would create a traffic problem. 12.45 Wells and Septic Tanks. No individual wells or septic tanks will be permitted on any Lot. 12.46 Wetlands and Mitigation Areas. If the Common Areas include one or more preserves, wetlands, and/or mitigation areas, no Owner or other person shall take any action or enter onto such areas so as to adversely affect the same without ACC approval and approval from any governmental agencies having jurisdiction. Such areas are to be maintained by the Association in their natural state. 12.47 Window Treatments. Within thirty (30) days of the conveyance of title of a Home to an Owner, such Owner shall install drapes, curtains, blinds or other window coverings. Window treatments shall consist of drapery, blinds, decorative panels, or other window coverings, and no newspaper, aluminum foil, sheets or other temporary window treatments are permitted. No security bars shall be placed on the windows of any Home without prior written approval of the ACC. No awnings, canopies or shutters shall be affixed to the exterior of a Home without the prior written approval of the ACC. No reflective tinting or mirror finishes on windows shall be permitted unless approved by the ACC. Owners are responsible for caulking or re-caulking all windows to insure water tightness. As used herein, the term “Window Treatment” is limited to traditional window coverings, and excludes, without limitation, sheets, toweling, newspaper, aluminum foil, cardboard or other similar temporary covering. 12.48 Windows or Wall Units. No window or wall air conditioning unit may be installed in any window or wall of a Home. 13. Easement for Unintentional and Non-Negligent Encroachments. If any building or improvement upon a Lot shall encroach upon another Lot or upon the Common Areas by reason of original construction by the Declarant, then an easement for such encroachment shall exist so long as the encroachment exists, with no further action required by the Declarant or any Owner to establish such easement. Lots may contain improvements such as balconies, HVAC systems or other improvements that may pass over or underneath an adjacent Lot or over or underneath the Common Areas. A perpetual nonexclusive easement is herein granted to allow such improvement and to permit any natural water runoff from roof overhangs, eaves and other protrusions onto an adjacent Lot. 1181 HICKORY GROVE Declaration 36 #9841487 v1 14. Responsibility for Insurance, Repair and Replacement. 14.1 Association Insurance. 14.1.1 Flood Insurance. If the Common Areas are located within an area which has special flood hazards and for which flood insurance has been made available under the National Flood Insurance Program (“NFIP”), the Association shall maintain insurance coverage in appropriate amounts, available under NFIP for all buildings and other insurable property within any portion of the Common Areas located within a designated flood hazard area. 14.1.2 Liability Insurance. The Association shall procure for the Common Areas only commercial general liability insurance coverage providing coverage and limits deemed appropriate by the Board. Such policies must provide that they may not be cancelled or substantially modified by any party, without at least thirty (30) days’ prior written notice to the Declarant (until the Community Completion Date) and the Association. 14.1.3 Directors and Officers Liability Insurance. Each member of the Board shall be covered by directors and officers liability insurance in such amounts and with such provisions as approved by the Board. 14.1.4 Other Insurance. The Association shall maintain such other insurance coverage as appropriate from time to time. All coverage obtained by the Association shall cover all activities of the Association and all properties maintained by the Association, whether or not the Association owns title thereto. 14.1.5 Declarant. Prior to the Turnover, the Declarant shall have the right, but not the obligation, at the Association’s expense, to provide insurance coverage under its master insurance policy in lieu of any of the foregoing. 14.2 Homes. 14.2.1 Requirement to Maintain Insurance. Each Owner of a Lot shall be required to obtain and maintain adequate insurance on his or her Home. Such insurance shall be sufficient for necessary repair or reconstruction work, and/or shall cover the costs to demolish a damaged Home as applicable, remove the debris, and to re-sod and landscape land comprising the Lot. On an annual basis, and more frequently as requested by the Association, each Owner shall be required to supply the Board with evidence of insurance coverage on its Home which complies with the provisions of this Section. Without limiting any other provision of this Declaration or the powers of the Association, the Association shall specifically have the right to bring an action to require an Owner to comply with his or her obligations hereunder. 14.2.2 Requirement to Reconstruct or Demolish. In the event that any Home on a Lot is destroyed by fire or other casualty, the Owner of such Home shall do one of the following: (i) the Owner shall commence reconstruction and/or repair of the Home (“Required Repair”), or (ii) the Owner shall tear the Home down, remove all the debris, and resod and landscape the property comprising the Home as required by the ACC (“Required Demolition”) to the extent permitted under law. If an Owner elects to perform the Required Repair, such work must be commenced within thirty (30) days of the Owner’s receipt of the insurance proceeds respecting such Home and the Required Repair must be completed within six (6) months from the date of the casualty or such longer period of time established by the Board in its sole and absolute discretion subject to extension if required by law. If an Owner elects to perform the Required Repair, such reconstruction and/or repair must be completed in a continuous, diligent, and timely manner. If an Owner elects to perform the Required Demolition, the Required Demolition must be completed within six (6) months from the date of the casualty or such longer period of time 1182 HICKORY GROVE Declaration 37 #9841487 v1 established by the Board in its sole and absolute discretion subject to extension if required by law. Notwithstanding anything contained herein to the contrary, in the event an Owner elects to perform the Required Demolition, the Association shall have the right to require such Owner to thereafter commence to rebuild the Home, and such reconstruction/rebuilding of the Home must be completed within one (1) year from the date such Required Demolition is completed, or such longer period of time established by the Board in its sole and absolute discretion subject to extension if required by law. As to any such reconstruction of a destroyed Home or improvements, the same shall only be replaced as approved by the ACC. The Association shall have the right to inspect the progress of all reconstruction and/or repair work. Without limiting any other provision of this Declaration or the powers of the Association, the Association shall have a right to bring an action against an Owner who fails to comply with the foregoing requirements. By way of example, the Association may bring an action against an Owner who fails to either perform the Required Repair or Required Demolition on his or her Home within the time periods and in the manner provided herein. Each Owner acknowledges that the issuance of a building permit or a demolition permit in no way shall be deemed to satisfy the requirements set forth herein, which are independent of, and in addition to, any requirements for completion of work or progress requirements set forth in applicable statutes, zoning codes and/or building codes. 14.2.3 Standard of Work. The standard for all demolition, reconstruction, and other work performed as required by Section 14 shall be in accordance with the Community Standards and any other standards established by the Association with respect to any casualty that affects all or a portion of HICKORY GROVE. 14.2.4 Additional Rights of the Association. If an Owner of a Lot refuses or fails, for any reason, to perform the Required Repair or Required Demolition as herein provided, then the Association, in its sole and absolute discretion, by and through its Board is hereby irrevocably authorized by such Owner to perform the Required Repair or Required Demolition. All Required Repair performed by the Association pursuant to this Section shall be in conformance with the original plans and specifications for the Home. The Association shall have the absolute right to perform the Required Demolition to a Home pursuant to this Section if any contractor certifies in writing to the Association that such Home cannot be rebuilt or repaired. The Board may levy an Individual Assessment against the Owner in whatever amount sufficient to adequately pay for the Required Repair or Required Demolition performed by the Association, including any costs incurred with the management and oversight of any such Required Repair or Required Demolition performed by the Association. 14.2.5 Association Has No Liability. Notwithstanding anything to the contrary in this Section, the Association, its directors and officers, shall not be liable to any Owner should an Owner fail for any reason whatsoever to obtain insurance coverage on a Home. Moreover, the Association, its directors and officers, shall not be liable to any person if the Association does not enforce the rights given to the Association in this Section. 14.3 Compliance Monitoring. Notwithstanding any provision to the contrary contained herein or in any other Governing Document, neither the Association nor the Declarant shall be responsible for ensuring or confirming compliance with the insurance provisions contained herein, it being acknowledged by all Owners that such monitoring would be unnecessarily expensive and difficult. Moreover, neither the Association nor the Declarant shall be liable in any manner whatsoever for failure of an Owner to comply with this Section. 14.4 Fidelity Bonds. If available, the Association shall procure a blanket fidelity bond for all officers, directors, trustees and employees of the Association, and all other persons handling or responsible for funds of, or administered by, the Association. In the event the Association delegates some or all of the responsibility for the handling of the funds to a professional management company or licensed manager, such bonds shall be required for its officers, employees and agents, handling or 1183 HICKORY GROVE Declaration 38 #9841487 v1 responsible for funds of, or administered on behalf of the Association. The amount of the fidelity bond shall be based upon the Board’s reasonable business judgment. 14.5 Association as Agent. The Association is irrevocably appointed agent for each Owner of any interest relating to the Common Areas and Homes to adjust all claims arising under insurance policies purchased by the Association and to execute and deliver releases upon the payment of claims. 14.6 Casualty to Common Areas. In the event of damage to the Common Areas, or any portion thereof, the Association shall be responsible for reconstruction after casualty. 14.7 Nature of Reconstruction. Any reconstruction of improvements hereunder shall be substantially in accordance with the plans and specifications of the original improvement, or as the improvement was last constructed, subject to modification to conform to the then current governmental regulation(s). 14.8 Cost of Payment of Premiums. The costs of all insurance maintained by the Association hereunder, and any other fees or expenses incurred that may be necessary or incidental to carry out the provisions hereof are Operating Expenses. 14.9 Declarant has No Liability. Notwithstanding anything to the contrary in this Declaration, the Declarant and its officers, directors, shareholders, and any related persons or corporations and their employees, attorneys, agents, officers and directors shall not be liable to any Owner or any other person should the Association fail for any reason whatsoever to obtain insurance coverage for the Common Areas or should the Owner fail for any reason whatsoever to obtain insurance coverage for their Home. 14.10 Additional Insured. Prior to the Community Completion Date, the Declarant shall be named as additional insured on all policies obtained by the Association, as their interests may appear. 15. Property Rights. 15.1 Owners’ Easement of Enjoyment. Every Owner, its Immediate Family Members, Lessees, guests and invitees, and every owner of an interest in HICKORY GROVE shall have a non- exclusive right and easement of enjoyment in and to those portions of the Common Areas that it is entitled to use for their intended purpose, subject to the following provisions: 15.1.1 Easements, restrictions, reservations, conditions, limitations and declarations of record, now or hereafter existing, and the provisions of this Declaration, as amended or supplemented from time to time; 15.1.2 Rules and Regulations governing use and enjoyment of the Common Areas; 15.1.3 The right of the Association to suspend rights hereunder, including, without limitation, voting rights, or to impose fines in accordance with Section 720.305, Florida Statutes (2021); 15.1.4 The right of the Association to suspend an Owner’s or Lessee’s right to use (except vehicular and pedestrian ingress and egress and necessary utilities) all or a portion of the Common Areas for any period during which any Assessment levied against that Owner remains unpaid; 15.1.5 The right of the Declarant and/or the Association to dedicate or transfer all or any part of the Common Areas. No such dedication or transfer by the Association shall be effective prior to the Community Completion Date without prior written consent of the Declarant; 1184 HICKORY GROVE Declaration 39 #9841487 v1 15.1.6 The right of the Declarant and/or the Association to modify the Common Areas as set forth in this Declaration; 15.1.7 The perpetual right of the Declarant to access and enter the Common Areas at any time, even after the Community Completion Date, for the purposes of inspection and testing of the Common Areas. The Association and each Owner shall give the Declarant unfettered access, ingress and egress to the Common Areas so the Declarant and/or its agents can perform all tests and inspections deemed necessary by the Declarant. The Declarant shall have the right to make all repairs and replacements deemed necessary by the Declarant. At no time shall the Association or any Owner prevent, prohibit and/or interfere with any testing, repair or replacement deemed necessary by the Declarant relative to any portion of the Common Areas; 15.1.8 The rights of the Declarant and/or the Association reserved in this Declaration, including the right to utilize the same and to grant use rights to others; and 15.1.9 An Owner relinquishes his or her right to use of the Common Areas during the time that a Home is leased to a Lessee. 15.2 Ingress and Egress. An ingress and egress easement is hereby created and reserved by the Declarant for the Owners, their Lessees, guests and invitees, for pedestrian traffic over, through and across sidewalks, paths, walks, driveways, passageways, and lanes as the same, from time to time, may exist upon, or be designed as part of, the Common Areas, and for vehicular traffic over, through and across such portions of the Common Areas, as may be paved and intended for such purposes. 15.3 Development Easement. In addition to the rights reserved elsewhere herein, the Declarant reserves an easement for itself and its nominees, over, upon, across, and under HICKORY GROVE as may be required in connection with the development of HICKORY GROVE, and/or other lands designated by the Declarant, and to promote or otherwise facilitate the development, construction and sale and/or leasing of Lots, Homes, or any portion of HICKORY GROVE, and/or other lands designated by the Declarant. Without limiting the foregoing, the Declarant specifically reserves the right to use all paved roads and rights of way within HICKORY GROVE for vehicular and pedestrian ingress and egress to and from construction sites. Specifically, each Owner acknowledges that construction vehicles and trucks may use portions of the Common Areas. The Declarant shall have no liability or obligation to repave, restore, or repair any portion of the Common Areas as a result of the use of the same by construction traffic, and all maintenance and repair of such Common Areas shall be deemed ordinary maintenance of the Association payable by all Owners as part of the Operating Expenses. Without limiting the foregoing, at no time shall the Declarant be obligated to pay any amount to the Association on account of the Declarant’s use of the Common Areas. Declarant intends to use the Common Areas for sales of Lots and Homes. The Declarant may market other residences and commercial properties located outside of HICKORY GROVE from the Declarant’s sales facilities located within HICKORY GROVE. The Declarant has the right to use all portions of the Common Areas in connection with its marketing activities, including, without limitation, allowing members of the general public to inspect model homes, installing signs and displays, holding promotional parties and outings, and using the Common Areas for every other type of promotional or sales activity that may be employed in the marketing of residential homes. The easements created by this Section, and the rights reserved herein in favor of the Declarant, shall be construed as broadly as possible and supplement the rights of the Declarant set forth in Section 21 of this Declaration. At no time shall the Declarant incur any expense whatsoever in connection with its use and enjoyment of such rights and easements. 15.4 Public Easements. Fire, police, school transportation, health, sanitation and other public service and utility company personnel and vehicles shall have a permanent and perpetual easement for ingress and egress over and across the Common Areas. In addition, Telecommunications Providers shall also have the right to use all paved roadways for ingress and egress to and from telecommunications systems within HICKORY GROVE. Furthermore, Private Street Light Providers (as defined herein), if any, 1185 HICKORY GROVE Declaration 40 #9841487 v1 shall also have the right to use all paved roadways and alleyways for ingress and egress to and from any street lights and any related equipment or facilities located within HICKORY GROVE. 15.5 Delegation of Use. Every Owner shall be deemed to have delegated its right of enjoyment to the Common Areas to the Owner’s Lessees, subject to the provisions of this Declaration and the Rules and Regulations, as may be promulgated from time to time. Any such delegation shall not relieve any Owner from its responsibilities and obligations provided herein. 15.6 Easement for Encroachments. In the event that any improvement upon Common Areas as originally constructed, shall encroach upon any other property or improvements thereon, or for any reason, then an easement appurtenant to the encroachment shall exist for so long as the encroachment shall naturally exist. 15.7 Permits, Licenses and Easements. Prior to the Community Completion Date, the Declarant, and thereafter the Association, shall, in addition to the specific rights reserved to the Declarant herein, have the right to grant, modify, amend, and terminate permits, licenses and easements over, upon, across, under, and through HICKORY GROVE (including Lots, Parcels, and/or Homes) for telecommunication systems, utilities, roads, and other purposes reasonably necessary or useful as it determines, in its sole discretion. To the extent legally required, each Owner shall be deemed to have granted to the Declarant, and thereafter the Association, an irrevocable power of attorney, coupled with an interest, for the purposes herein expressed. 15.8 Support Easement and Maintenance Easement. An easement is hereby created for the existence and maintenance of supporting structures (and the replacement thereof) in favor of the entity required to maintain the same. An easement is hereby created for maintenance purposes (including access to perform such maintenance) over and across HICKORY GROVE (including Lots, Parcels, and Homes) for the reasonable and necessary maintenance of Common Areas, Retaining Walls, utilities, cables, wires, lateral supports or other supporting structures, tie backs, dead man anchors, and other similar facilities. 15.9 Drainage. A non-exclusive easement shall exist in favor of the Declarant, the Association and their designees, SJRWMD, the City, the County, and/or any governmental agency having jurisdiction over HICKORY GROVE over, across and upon HICKORY GROVE for drainage, irrigation and water management purposes. Any such drainage easement shall be deemed a part of the SMS. Any such drainage easement shall not contain permanent improvements, including, but not limited to, sidewalks, driveways, impervious surfaces, patios, decks, pools, air conditioners, structures, utility sheds, poles, fences, irrigation systems, trees, shrubs, hedges or landscaping plants other than grass, except for (i) improvements installed by the Declarant, (ii) landscaping of the SMS, (iii) as required by the City, the County or the Permit, and/or (iv) improvements approved by the ACC. A non-exclusive easement for ingress and egress and access exists over, across, and upon HICKORY GROVE for such parties in order to construct, maintain, inspect, record data on, monitor, test, or repair, as necessary, any water management areas, conservation areas, mitigation areas, irrigation systems and facilities thereon and appurtenances thereto. No structure, landscaping, or other material shall be placed or be permitted to remain which may damage or interfere with the drainage or irrigation of HICKORY GROVE and/or installation or maintenance of utilities or which may obstruct or retard the flow of water through HICKORY GROVE and/or water management areas and facilities or otherwise interfere with any drainage, irrigation and/or easement provided for in this Section or the use rights set forth elsewhere in this Declaration. 15.10 Right of Entry. The Declarant and the Association are granted a perpetual and irrevocable easement over, under and across all of HICKORY GROVE for the purposes herein expressed, including, without limitation, for inspections to ascertain compliance with the provisions of this Declaration, and for the performance of any maintenance, alteration or repair which they are entitled to perform. Without limiting the foregoing, the Declarant specifically reserves easements for all purposes necessary to comply with any governmental requirement or to satisfy any condition that is a prerequisite for a governmental approval. By way of example, and not of limitation, the Declarant may construct, 1186 HICKORY GROVE Declaration 41 #9841487 v1 maintain, repair, alter, replace and/or remove improvements; install landscaping; install utilities; and/or remove structures on any portion of HICKORY GROVE if the Declarant is required to do so in order to obtain the release of any bond posted with any governmental agency. 15.11 Blanket Easement in favor of the Association. The Association is hereby granted an easement over all of HICKORY GROVE, including all Lots, for the purposes of: (i) constructing, maintaining, replacing and operating all Common Areas; (ii) performing any obligation the Association is obligated to perform under this Declaration; and (iii) performing any obligation of an Owner for which the Association intends to impose an Individual Assessment. 15.12 Utility Easement. Certain Lots within HICKORY GROVE contain certain underground or under-slab utilities, including, without limitation, electric, water, sewer, cable or other utilities (“Utilities”) that serve other Lots within HICKORY GROVE. An easement (the “Utility Easement”) is hereby granted under, through and over the areas of each Lot upon which Utilities are actually located (the “Utility Easement Area”), as may be required from time to time in order to install, maintain, inspect, alter, repair, replace or remove (collectively, “Maintain”) the pipes, wires, ducts, vents, cables, conduits, apparatus and other facilities for such Utilities. The Utility Easement shall be in favor of (i) the other Owners whose Lots are served by such Utilities (each, a “Benefitted Owner”), (ii) the entities providing such Utilities (each, a “Provider”), the Declarant, and the Association. The easement rights granted hereunder shall exist so long as the easement does not materially and adversely affect the Owner’s use and enjoyment of his or her Home as a residence. The Owners of the Lots encumbered by the Utility Easement shall be reimbursed for any material physical damage to his or her Home or Lot as a result of use of this easement by the Benefitted Owner(s), the Provider(s), the Declarant, or the Association. Notwithstanding any other provision hereof to the contrary, the Utility Easement Area shall be limited to the area upon which Utilities are actually located. An Owner shall do nothing within or outside his or her Home or Lot that interferes with or impairs, or may interfere with or impair, the provision of such Utilities or the use of the Utility Easement for the foregoing purposes. The Benefitted Owner(s), Provider(s), the Declarant, and the Association, and/or their respective agents shall have a right of access to each Lot to Maintain the Utilities and to remove any improvements interfering with or impairing such Utilities. Such right of access, except in the event of an emergency, shall only be exercised in a manner which causes the least disturbance to the improvements located upon the Lot encumbered by the Utility Easement and shall not unreasonably interfere with the Owner’s use of the Home as a residence. Except in the event of an emergency (which shall not require prior notice), entry shall be made on not less than one (1) days’ notice to the respective Owner. 15.13 Duration. All easements created herein or pursuant to the provisions hereof shall be perpetual unless stated to the contrary. 16. Party Walls and Party Roofs. 16.1 General Rules of Law to Apply. To the extent not inconsistent with the provisions of this Section, the general rule of law regarding party walls and party roofs and liability for personal damage due to negligence of willful acts or omissions shall apply to all Party Walls and Party Roofs within HICKORY GROVE that are built as part of the original construction of the Homes and any replacement thereof. In the event any portion of any structure or facility, as originally constructed, including, without limitation, any Party Wall or Party Roof, shall protrude over an adjoining Home, it shall be deemed that such Owners have granted perpetual easements to the adjoining Owner or Owners for continuing maintenance and use of the projection, Party Roof or Party Wall. The foregoing shall also apply to any replacements of any Party Walls or Party Roofs. The foregoing conditions shall be perpetual in duration. 16.2 Painting of Party Walls. Each Owner shall be responsible for painting the portion of any Party Wall that faces his or her Home. 16.3 Sharing of Repair, Replacement and Maintenance for Party Walls and Party Roofs. 1187 HICKORY GROVE Declaration 42 #9841487 v1 16.3.1 Generally. The cost of reasonable repair and maintenance of Party Walls (other than painting) and Party Roofs shall be shared equally by the record title owner of the Homes sharing such improvements without prejudice, however, to the right of any record title owner to call for a larger contribution from the other under any rule of law regarding liability for negligent or willful acts or omissions. 16.3.2 Failure to Contribute. In the event that an Owner shall fail or refuse to pay his pro rata share of costs of repair, maintenance, or replacement of a Party Wall or Party Roof (whether or not through his own fault or the failure of his insurance company to pay any claim), then and in that event, the Owner advancing monies therefor shall have a right to file a claim of lien for such monies advanced in the Public Records and shall have the right to foreclose said lien in accordance with the same procedural requirements as now provided for in Florida Statutes for foreclosure of the construction lien; provided, however, such claim of lien shall be filed within ninety (90) days from the date repairs or replacements are made to the Party Wall or Party Roof, and suit thereon shall be commenced one (1) year from the date such lien is filed. 16.3.3 Alterations. The Owner of a Home sharing a Party Wall with an adjoining Home shall not cut windows or other openings in the Party Wall, nor make any alterations, additions or structural changes in the Party Wall without the joint agreement of all of the Owners sharing the Party Wall. Subject to applicable building codes, the Owner of a Home sharing a Party Roof with an adjoining Home shall not make any alterations, additions or structural changes in the Party Roof without the joint agreement of all of the Owners sharing the Party Roof and the written consent of the ACC. 16.3.4 Weatherproofing. Notwithstanding any other provisions of this Declaration, an Owner who by his negligent or willful act causes a Party Wall to be exposed to the elements shall bear the whole cost of furnishing the necessary protection against such elements. 16.3.5 Easements. Each Owner sharing a Party Roof shall have all easement rights reasonably necessary to perform the obligations contained herein over the Homes sharing the Party Roof. Each Owner sharing a Party Wall shall have all easement rights reasonably necessary to perform the obligations contained herein over the Homes sharing the Party Wall. Without limiting the generality of the foregoing, in the event an electrical meter, electrical apparatus, CATV cable or other utilities apparatus is installed within a Lot and serves more than such Lot, the Owners of the other Lot(s) served thereby shall have an easement for access to inspect and repair of such apparatus, provided that such easement rights shall be exercised in a reasonable manner and the Owner of the Lot encumbered by the easement shall be reimbursed for any significant physical damage to his Lot as a result of such exercise by the Owner(s) making use of such easement(s). 17. Assessments. 17.1 General. Each Owner, by acceptance of a deed or instrument of conveyance for the acquisition of title in any manner (whether or not so expressed in the deed), including any purchaser at a judicial sale, shall be deemed to have covenanted and agreed to pay to the Association at the time and in the manner required by the Board, assessments or charges as are fixed, established and collected from time to time by the Association (collectively, the “Assessments”). As Vacant Lots (as defined herein) and Spec Lots (as defined herein) may not receive certain services, all Lots will not be assessed uniformly. 17.2 Purpose of Assessments. The Assessments levied by the Association shall be used for, among other things, the purpose of operating and maintaining the Association and HICKORY GROVE. Assessments shall include the following categories of charges as and when levied and deemed payable by the Board: 1188 HICKORY GROVE Declaration 43 #9841487 v1 17.2.1 Installment Assessments. Any periodic assessment (on such frequency as determined by the Board) or charge for the purpose of operating the Association and accomplishing any and all of its purposes, as determined in accordance herewith, including, without limitation, payment of Operating Expenses and collection of amounts necessary to pay any deficits from prior years’ operation (“Installment Assessments”); 17.2.2 Special Assessments. Any special assessments for capital improvements, major repairs, emergencies, or nonrecurring expenses (“Special Assessments”); 17.2.3 Use Fees. Any specific fees, dues or charges to be paid for any special services, for any special or personal use of the Common Areas, or to reimburse the Association for the expenses incurred in connection with such service or use (“Use Fees”); 17.2.4 Reserves. Assessments of any kind for the creation of reasonable reserves for any of the aforesaid purposes. The Board may, but shall have no obligation to, include a “Reserve for Replacement” in the Installment Assessments in order to establish and maintain an adequate reserve fund for the periodic maintenance, repair, and replacement of improvements comprising a portion of the Common Areas (the “Reserves”), including, without limitation, Reserves for maintenance, repair and replacement of Recreational Facilities. Reserves shall be payable in such manner and at such times as determined by the Association, and may be payable in installments extending beyond the fiscal year in which the Reserves are established; and 17.2.5 Individual Assessments. Any specific assessment for costs incurred by the Association, or charges, fees or fines levied against a specific Lot or Lots, or the record title owner(s) thereof, which amounts are by their nature applicable only to one or more Lots, but less than all Lots (“Individual Assessments”). By way of example and not limitation, in the event an Owner fails to maintain their Lot or the exterior of their Home in a manner required by the Governing Documents, the Association shall have the right (but not the obligation), through its agents and employees, to enter upon the Lot and to repair, restore, and maintain the Lot and/or Home as required by the Governing Documents. The costs of any such repair, restoration and/or maintenance, plus the reasonable administrative expenses of the Association and any costs incurred in bringing a Lot and/or Home into compliance with the Governing Documents shall be an Individual Assessment. The lien for an Individual Assessment may be foreclosed in the same manner as any other Assessment. 17.3 Designation. The designation of Assessment type and amount shall be made by the Association. Prior to the Turnover, any such designation must be approved by the Declarant. Such designation may be made on the budget prepared by the Association. The designation shall be binding upon all Owners. 17.4 Allocation of Operating Expenses. 17.4.1 Commencing on the first day of the period covered by the annual budget, and until the adoption of the next annual budget, the Assessments for Operating Expenses and Reserves (if any) shall be allocated so that each Owner shall pay Operating Expenses, Special Assessments and Reserves based upon a fraction, the numerator of which is one (1) and the denominator of which is the total number of all Lots in HICKORY GROVE conveyed to Owners or any greater number determined by the Declarant from time to time. The Declarant, in its sole and absolute discretion may change such denominator from time to time; provided, however, under no circumstances will the denominator be less than the number of Lots owned by Owners. In addition, any Lot that does not have a Home constructed thereon as evidenced by a Certificate of Occupancy (a “Vacant Lot”) and any Lot that has a Home constructed thereon but is owned by the Declarant (a “Spec Lot”) shall be assessed at ten percent (10%) of the Installment Assessment assessed to Lots with Homes constructed thereon and owned by Owners. This 1189 HICKORY GROVE Declaration 44 #9841487 v1 lesser Assessment amount reflects that Vacant Lots and Spec Lots will not benefit from maintenance and other services provided by the Association. At such time as a Home is conveyed by the Declarant to an Owner, then the Spec Lot shall be deemed a fully assessed Lot and shall be responsible for one-hundred percent (100%) of Installment Assessments and Special Assessments, except as otherwise provided herein. The Assessments for Vacant Lots and Spec Lots shall be additional income to the Association and shall be used at the discretion of the Board for any purpose, including, without limitation, future and existing capital improvements, Operating Expenses, support costs and start-up costs. Vacant Lots and Spec Lots shall not be included in the denominator used to determine each Owner’s pro rata share of the Operating Expenses and Reserves (if any), unless otherwise determined by the Declarant in its sole and absolute discretion. In no event, however, shall the Declarant pay Special Assessments. 17.4.2 In the event the Operating Expenses as estimated in the budget for a particular fiscal year are, after the actual Operating Expenses for that period is known, less than the actual costs, then the difference shall, at the election of the Association: (i) be added to the calculation of Installment Assessments, as applicable, for the next ensuing fiscal year; or (ii) be immediately collected from the Owners as a Special Assessment. The Association shall have the unequivocal right to specially assess Owners retroactively on January 1st of any year for any shortfall in Installment Assessments, which Special Assessment shall relate back to the date that the Installment Assessments could have been made. After the Turnover Date, no vote of the Owners shall be required for such Special Assessment (or for any other Assessment) except to the extent specifically provided herein. Prior to the Turnover, a Special Assessment may be levied by the Association with the approval of (i) a majority of the Board; and (ii) fifty-one percent (51%) of the Owners’ Voting Interests present (in person or by proxy) at a duly noticed meeting of the members. 17.4.3 Each Owner agrees that so long as it does not pay more than the required amount it shall have no grounds upon which to object to either the method of payment or non- payment by other Owners or the Declarant of any sums due. 17.5 General Assessments Allocation. Installment Assessments and Reserves (if any) shall be uniform for all Lots improved with a Home, except as provided herein. Special Assessments and Reserves shall be allocated equally to each Owner, except as provided herein. Notwithstanding anything to the contrary contained in the Governing Documents, but subject to the rights of the Declarant pursuant to Section 17.8 of this Declaration, Vacant Lots and Spec Lots shall be assessed at ten percent (10%) of the Installment Assessments assessed to Lots with Homes constructed thereon and owned by Owners. This lesser Assessment amount reflects that Vacant Lots and Spec Lots will not benefit from maintenance and other services provided by the Association. At such time a Spec Lot is conveyed by the Declarant to an Owner, then the Spec Lot shall be deemed a fully assessed Lot and shall be responsible for one- hundred percent (100%) of Installment Assessments and Special Assessments, except as otherwise provided herein. Notwithstanding any other provision to the contrary, Vacant Lots and Spec Lots shall not be responsible for Reserves. 17.6 Use Fees and Individual Assessment. Except as hereinafter specified to the contrary, Use Fees and Individual Assessments shall be made against the record title owner of a Lot benefiting from, or subject to, the special service or cost as specified by the Association. The Declarant shall not be required to pay Use Fees or Individual Assessments. 17.7 Commencement of First Assessments. Assessments shall commence as to each Owner on the day of the conveyance of title of a Home to such Owner. The record title owner of a Lot is jointly and severally liable with the previous record title owner of the Lot for all unpaid Assessments that came due up to the time of transfer of title. A record title owner of a Lot, regardless of how title to the Lot has been acquired, including by purchase at a foreclosure sale or by deed in lieu of foreclosure, is liable for all Assessments that come due while such person or entity was the record title owner of the Lot. An Owner’s 1190 HICKORY GROVE Declaration 45 #9841487 v1 liability for Assessments may not be avoided by waiver or suspension of the use or enjoyment of any Common Areas or by abandonment of the Lot upon which the Assessments are made. 17.8 Shortfalls and Surpluses. Each Owner acknowledges that because Installment Assessments, Special Assessments, and Reserves are allocated based on the formula provided herein, or upon the number of Lots conveyed to Owners in the prior fiscal year, it is possible the Association may collect more or less than the amount budgeted for Operating Expenses. Prior to the Turnover, the Declarant shall have the option to (i) pay any Operating Expenses incurred by the Association that exceed the Assessments receivable from Owners and other income of the Association, including, without limitation, the Initial Contributions and Resale Contributions, late fees and interest (the “Deficit”), or (ii) pay Installment Assessments on Homes or Lots owned by the Declarant at the applicable rate of Installment Assessments established for such Lots and Homes, including Vacant Lots and Spec Lots. Notwithstanding any other provision of this Declaration to the contrary, the Declarant shall never be required to (i) pay Assessments if the Declarant has elected to fund the Deficit instead of paying Assessments on Homes or Lots owned by the Declarant, (ii) pay Special Assessments, Individual Assessments or Reserves, or (iii) fund deficits due to delinquent Owners. Any surplus Assessments collected by the Association may be allocated towards the next year’s Operating Expenses or, in the Board’s sole and absolute discretion, to the creation of Reserves, whether or not budgeted. Under no circumstances shall the Association be required to pay surplus Assessments to Owners. The Declarant may at any time give thirty (30) days prior written notice to the Association terminating its responsibility for funding the Deficit, and waiving its right to exclusion from Assessments. Upon giving such notice, or upon Turnover, whichever is sooner, each Lot owned by the Declarant shall thereafter be assessed at the applicable rate of Installment Assessments established for such Lots and Homes owned by the Declarant, including Vacant Lots and Spec Lots. The Declarant shall not be responsible for any Reserves, Individual Assessments or Special Assessments, even after the Turnover. The Declarant shall be assessed only for Lots which are subject to the operation of this Declaration. Upon transfer of title of a Lot owned by the Declarant, the Lot shall be assessed in the amount established for Lots owned by Owners other than the Declarant, prorated as of and commencing with, the month following the date of transfer of title. THE DECLARANT DOES NOT PROVIDE A GUARANTEE OF THE LEVEL OF ASSESSMENTS. AS SUCH, THERE IS NO MAXIMUM GUARANTEED LEVEL OF ASSESSMENTS DUE FROM OWNERS. IN THE EVENT THE DECLARANT ELECTS TO DEFICIT FUND IN LIEU OF PAYING ASSESSMENTS ON THE SAME BASIS AS OTHER OWNERS, THE DECLARANT SHALL SPECIFICALLY ELECT TO FUND THE DEFICIT AS PROVIDED IN SECTION 720.308(1)(b), FLORIDA STATUTES (2021). AS SUCH, THE PROVISIONS OF SECTIONS 720.308(2) THROUGH 720.308(6), FLORIDA STATUTES (2021), ARE NOT APPLICABLE TO THE DECLARANT OR THE CALCULATION OF THE DEFICIT OR OTHER AMOUNTS DUE FROM THE DECLARANT. 17.9 Budgets. The initial budget prepared by the Declarant is adopted as the budget for the period of operation until adoption of the first annual Association budget. Thereafter, annual budgets shall be prepared and adopted by the Board. Assessments shall be payable by each Owner as provided in this Declaration. THE INITIAL BUDGET OF THE ASSOCIATION IS PROJECTED (NOT BASED ON HISTORICAL OPERATING FIGURES). THEREFORE, IT IS POSSIBLE THAT ACTUAL ASSESSMENTS MAY BE LESS OR GREATER THAN PROJECTED. 17.10 Establishment of Assessments. Assessments shall be established in accordance with the following procedures: 17.10.1 Installment Assessments shall be established by the adoption of a twelve (12) month operating budget by the Board. The budget shall be in the form required by Section 720.303(6), Florida Statutes (2021). The Board may from time to time determine when the Installment Assessments will be collected by the Association (i.e. monthly, quarterly, or annually). Unless otherwise established by the Board, Installment Assessments shall be collected in advance on a monthly basis; 1191 HICKORY GROVE Declaration 46 #9841487 v1 17.10.2 Special Assessments and Individual Assessments may be established by the Association, from time to time, and shall be payable at such time or time(s) as determined by the Board. Until the Community Completion Date, no Special Assessment shall be imposed without the consent of the Declarant; and 17.10.3 The Association may establish, from time to time, by resolution, rule or regulation, or by delegation to an officer or agent, including, a professional management company, Use Fees. The sums established shall be payable by the Owner utilizing the service or facility as determined by the Association. 17.11 Initial Contribution. The first purchaser of each Home from the Declarant, at the time of closing of the conveyance from the Declarant to the purchaser, shall pay to the Association an initial contribution in the amount of One Thousand and No/100 Dollars ($1,000.00) (the “Initial Contribution”). The funds derived from the Initial Contributions are income to the Association and shall be used by the Board exclusively for purposes which provide a direct benefit (as defined in 77 Fed. Reg. 15574 (Mar. 16, 2012)) to HICKORY GROVE, including, without limitation, future and existing capital improvements, Operating Expenses, support costs and start-up costs. 17.12 Resale Contribution. After the Home has been conveyed by the Declarant, there shall be collected from each subsequent purchaser upon every subsequent conveyance of an ownership interest in a Home by an Owner a resale contribution in the amount of One Thousand and No/100 Dollars ($1,000.00) (the “Resale Contribution”) payable to the Association. The Resale Contribution shall not be applicable to conveyances from the Declarant. The funds derived from the Resale Contributions are income to the Association and shall be used by the Board exclusively for purposes which provide a direct benefit (as defined in 77 Fed. Reg. 15574 (Mar. 16, 2012)) to HICKORY GROVE, including, without limitation, future and existing capital improvements, Operating Expenses, support costs and start-up costs. 17.13 Assessment Estoppel Certificates. No Owner shall sell or convey its interest in a Lot or Home unless all sums due to the Association have been paid in full and an estoppel certificate shall have been received from the Association by such Owner. The Association shall prepare and maintain a ledger noting Assessments due from each Owner. The ledger shall be kept in the office of the Association, or its designees, and shall be open to inspection by any Owner. Within fourteen (14) days of receipt of a written request therefor from an Owner, there shall be furnished to an Owner an estoppel certificate in writing setting forth whether the Assessments have been paid and/or the amount that is due as of any date. As to parties other than Owners who, without knowledge of error, rely on the certificate, the certificate shall be conclusive evidence of the amount of any Assessment therein stated. The Owner requesting the estoppel certificate shall be required to pay the Association, or its Manager (as defined below), as applicable, a reasonable sum to cover the costs of examining records and preparing such estoppel certificate. 17.14 Payment of Home Real Estate Taxes. Each Owner shall pay all taxes and obligations relating to its Lot which, if not paid, could become a lien against the Lot that is superior to the lien for Assessments created by this Declaration. 17.15 Creation of the Lien and Personal Obligation. Each Owner, by acceptance of a deed or instrument of conveyance for the acquisition of title to a Lot, shall be deemed to have covenanted and agreed that the Assessments, and/or other charges and fees set forth herein, together with interest, late fees, costs and reasonable attorneys’ fees and paraprofessional fees at all levels of proceedings including appeals, collections and bankruptcy, shall be a charge and continuing lien in favor of the Association encumbering the Lot and all personal property located thereon owned by the Owner against whom each such Assessment is made. The lien is effective from and after recording a Claim of Lien in the Public Records stating the legal description of the Lot, name of the Owner, and the amounts due as of that date, but shall relate back to the date that this Declaration is recorded. The Claim of Lien shall also cover any additional amounts which accrue thereafter until satisfied. Each Assessment, together with interest, late fees, costs and reasonable attorneys’ fees and paraprofessional fees at all levels including 1192 HICKORY GROVE Declaration 47 #9841487 v1 appeals, collections and bankruptcy, and other costs and expenses provided for herein, shall be the personal obligation of the person or entity that was the record title owner of the Lot at the time when the Assessment became due, as well as such record title owner’s heirs, devisees, personal representatives, successors or assigns. 17.16 Subordination of the Lien to Mortgages. The lien for Assessments shall be subordinate to (i) the liens of all taxes, bonds, assessments, and other governmental levies which by law would be superior, and (ii) the lien or charge of a bona fide first mortgage held by a Lender on any Lot, if the mortgage is recorded in the Public Records prior to the Claim of Lien. The lien for Assessments shall not be affected by any sale or transfer of a Lot, except in the event of a sale or transfer of a Lot pursuant to a foreclosure (or by deed in lieu of foreclosure or otherwise) of a bona fide first mortgage held by a Lender, in which event, the acquirer of title, its successors and assigns, shall be liable for Assessments which became due prior to such sale or transfer to the extent provided in Section 720.3085, Florida Statutes (2021). Any such unpaid Assessments for which such acquirer of title is not liable may be reallocated and assessed to all Owners (including such acquirer of title) as a part of the Operating Expenses. Any sale or transfer pursuant to a foreclosure (or by deed in lieu of foreclosure or otherwise pursuant to a foreclosure) shall not relieve the record title owner from liability for, nor the Lot from, the lien of any Assessments made thereafter. Nothing herein contained shall be construed as releasing the party liable for any delinquent Assessments from the payment thereof, or the enforcement of collection by means other than foreclosure. A Lender shall give written notice to the Association if the mortgage held by such Lender is in default. The Association shall have the right, but not the obligation, to cure such default within the time periods provided in the mortgage held by such Lender. In the event the Association makes such payment on behalf of a record title owner, the Association shall, in addition to all other rights reserved herein, be subrogated to all of the rights of the Lender. All amounts advanced on behalf of a record title owner pursuant to this Section shall be added to Assessments payable by such record title owner with appropriate interest. 17.17 Acceleration. In the event of a default in the payment of any Assessment, the Association may accelerate the Assessments then due for up to the next ensuing twelve (12) month period. 17.18 Non-Payment of Assessments. If any Assessment is not paid within ten (10) days (or such other period of time established by the Board) after the due date, a late fee of Twenty-Five and No/100 Dollars ($25.00) per month (or such greater amount established by the Board), together with interest in an amount equal to the maximum rate allowable by law (or such lesser rate established by the Board), per annum, beginning from the due date until paid in full, may be levied. The late fee shall compensate the Association for administrative costs, loss of use of money, and accounting expenses. The Association may, at any time thereafter, bring an action at law against the record title owner personally obligated to pay the same, and/or foreclose the lien against the Lot, or both. The Association shall not be required to bring such an action if it believes that the best interests of the Association would not be served by doing so. There shall be added to the Assessment all costs expended in preserving the priority of the lien and all costs and expenses of collection, including attorneys’ fees and paraprofessional fees, at all levels of proceedings, including appeals, collection, and bankruptcy. No Owner may waive or otherwise escape liability for Assessments provided for herein by non-use of, or the waiver of the right to use the Common Areas or by abandonment of a Lot or Home. All payments on accounts shall be first applied to fines levied in accordance with the terms of this Declaration, then to interest accrued by the Association, then to any administrative late fee, then to costs and attorneys’ fees, then to the delinquent Assessment payment first due, and then to any current Assessments. The allocation of payment described in the previous sentence shall apply notwithstanding any restrictive endorsement, designation, or instruction placed on or accompanying a payment. 17.19 Exemption. Notwithstanding anything to the contrary herein, neither the Declarant nor the Association shall be responsible for any Assessments of any nature or any portion of the Operating Expenses, except as the record title owner of a Home, if applicable. Further, and notwithstanding anything to the contrary herein, the Declarant and the Association shall not be responsible for Special Assessments or Reserves. The Declarant, at the Declarant’s sole option, may pay Assessments on Lots 1193 HICKORY GROVE Declaration 48 #9841487 v1 owned by it, or fund the Deficit, if any, as set forth in Section 17.8 herein. In addition, the Board shall have the right to exempt any portion of HICKORY GROVE subject to this Declaration from the Assessments, provided that such part of HICKORY GROVE exempted is used (and as long as it is used) for any of the following purposes: 17.19.1 Any easement or other interest therein dedicated and accepted by the local public authority and devoted to public use; or 17.19.2 Any of HICKORY GROVE exempted from ad valorem taxation by the laws of the State of Florida or exempted from Assessments by other provisions of this Declaration. 17.20 Collection by Declarant. If for any reason the Association shall fail or be unable to levy or collect Assessments, then in that event, the Declarant shall at all times have the right, but not the obligation: (i) to advance such sums as a loan to the Association to bear interest and to be repaid as hereinafter set forth; and/or (ii) to levy and collect such Assessments by using the remedies available as set forth above, including, but not limited to, recovery of attorneys’ fees, paraprofessional fees, and costs at all levels including appeals, collections and bankruptcy. Such remedies shall be deemed assigned to the Declarant for such purposes. If the Declarant advances sums, it shall be entitled to immediate reimbursement, on demand, from the Association for such amounts so paid, plus interest thereon at the Wall Street Journal Prime Rate plus two percent (2%), plus any costs of collection including, but not limited to, reasonable attorneys’ fees, paraprofessional fees and costs at all levels including appeals, collections, and bankruptcy. 17.21 Rights to Pay Assessments and Receive Reimbursement. The Association, the Declarant, and any Lender shall have the right, but not the obligation, jointly and severally, and at their sole option, to pay any Assessments or other charges which are in default and which may or have become a lien or charge against any Lot or Home. If so paid, the party paying the same shall be subrogated to the enforcement rights of the Association with regard to the amounts due. 17.22 Mortgagee Right. Each Lender may request to the Association in writing that the Association notify such Lender of any default of the Owner of the Home subject to the Lender’s mortgage which default is not cured within thirty (30) days after the Association learns of such default. A failure by the Association to furnish notice to any Lender shall not result in liability of the Association because such notice is given as a courtesy to a Lender and the furnishing of such notice is not an obligation of the Association to the Lender. 17.23 Collection from Lessees. If a Home is occupied by a Lessee and the Owner is delinquent in the payment of Assessments, the Association may demand from the Lessee payment to the Association of all monetary obligations, including, without limitation, Assessments due from the Owner to the Association. So long as the Owner remains delinquent, future rent payments due to the Owner must be paid to the Association and shall be credited to the monetary obligations of the Owner to the Association; provided, however, if within fourteen (14) days from the receipt of written demand of the Association, the Lessee provides the Association with written evidence of making prepaid rent payments, the Lessee shall receive a credit for the prepaid rent for the applicable period of such prepaid rent. 18. Information to Lenders and Owners. 18.1 Availability. There shall be available to Owners and Lenders for inspections upon request, during normal business hours or under other reasonable circumstances, current copies of the Governing Documents. 18.2 Copying. Any Owner and/or Lender shall be entitled, upon written request, and at its cost, to a copy of the documents referred to above. 1194 HICKORY GROVE Declaration 49 #9841487 v1 18.3 Notice. Upon written request by a Lender (identifying the name and address of the Lender and the name and address of the applicable Owner), the Lender will be entitled to timely written notice of: 18.3.1 Any condemnation loss or casualty loss which affects a material portion of a Home to the extent the Association is notified of the same; 18.3.2 Any delinquency in the payment of Assessments owed by an Owner of a Home subject to a first mortgage held by the Lender, which remains uncured for a period of sixty (60) days; 18.3.3 Any lapse, cancellation, or material modification of any insurance policy or fidelity bond maintained hereunder; and 18.3.4 Any proposed action that specifically requires the consent of a Lender. 18.4 Failure of Lender to Respond. Any Lender who receives a written request to respond to proposed amendment(s) to the Governing Documents shall be deemed to have approved such amendment(s) if the Lender does not submit a response to any such request within sixty (60) days after it receives proper notice of the proposed amendment(s); provided such request is delivered to the Lender by certified or registered mail, return receipt requested. 19. Architectural Control. 19.1 Architectural Control Committee. The ACC shall be a permanent committee of the Association and shall administer and perform the architectural and landscape review and control functions relating to HICKORY GROVE. The ACC shall consist of a minimum of three (3) members who shall initially be named by the Declarant and who shall hold office at the pleasure of the Declarant. Until the Community Completion Date, the Declarant shall have the right to change the number of members on the ACC, and to appoint, remove, and replace all members of the ACC. The Declarant shall determine which members of the ACC shall serve as its chairman and co-chairman. In the event of the failure, refusal, or inability to act of any of the members appointed by the Declarant, the Declarant shall have the right to replace any member within thirty (30) days of such occurrence. If the Declarant fails to replace that member, the remaining members of the ACC shall fill the vacancy by appointment. From and after the Community Completion Date, the Board shall have the same rights as the Declarant with respect to the ACC. 19.2 Membership. There is no requirement that any member of the ACC be a member of the Association. 19.3 General Plan. It is the intent of this Declaration to create a general plan and scheme of development of HICKORY GROVE. Accordingly, the ACC shall have the right to approve or disapprove all architectural, landscaping, and improvements within HICKORY GROVE by Owners. The ACC shall have the right to evaluate all plans and specifications as to harmony of exterior design, landscaping, location of any proposed improvements, relationship to surrounding structures, topography and conformity with such other reasonable requirements as shall be adopted by the ACC. The ACC may impose standards for design, construction and development which may be greater or more stringent than standards prescribed in applicable building, zoning, or other local governmental codes. Prior to the Community Completion Date, any additional standards or modification of existing standards shall require the consent of the Declarant, which may be granted or denied in its sole discretion. 19.4 Master Plan. The Declarant has established an overall Master Plan. However, notwithstanding the above, or any other document, brochures or plans, the Declarant reserves the right to modify the Master Plan or any site plan at any time as it deems desirable in its sole discretion and in 1195 HICKORY GROVE Declaration 50 #9841487 v1 accordance with applicable laws and ordinances. WITHOUT LIMITING THE FOREGOING, THE DECLARANT MAY PRESENT TO THE PUBLIC OR TO OWNERS RENDERINGS, PLANS, MODELS, GRAPHICS, TOPOGRAPHICAL TABLES, SALES BROCHURES, OR OTHER PAPERS RESPECTING HICKORY GROVE. SUCH RENDERINGS, PLANS, MODELS, GRAPHICS, TOPOGRAPHICAL TABLES, SALES BROCHURES, OR OTHER PAPERS ARE NOT A GUARANTEE OF HOW HICKORY GROVE WILL APPEAR UPON COMPLETION AND THE DECLARANT RESERVES THE RIGHT TO CHANGE ANY AND ALL OF THE FOREGOING AT ANY TIME AS THE DECLARANT DEEMS NECESSARY IN ITS SOLE AND ABSOLUTE DISCRETION. 19.5 Community Standards. Each Owner and its contractors and employees shall observe, and comply with, the Community Standards that now or may hereafter be adopted by the Declarant or the Board. Prior to the Community Completion Date, the Declarant, and thereafter the Board, shall have the right to adopt Community Standards. The Community Standards, as amended from time to time, (i) shall be effective from the date of adoption; (ii) shall be specifically enforceable by injunction or otherwise; and (iii) shall have the effect of covenants as if set forth herein verbatim. To the extent the Community Standards are more restrictive as to any matter set forth in this Declaration, then the provisions of the Community Standards shall control. The Community Standards shall not require any Owner to alter the improvements approved by the ACC and previously constructed. Until the Community Completion Date, the Declarant shall have the right to approve the Community Standards, which approval, may be granted or denied in its sole discretion. 19.6 Quorum. A majority of the ACC shall constitute a quorum to transact business at any meeting. The action of a majority present at a meeting at which a quorum is present shall constitute the action of the ACC. In lieu of a meeting, the ACC may act in writing. 19.7 Power and Duties of the ACC. No improvements shall be constructed on a Lot, no exterior of a Home shall be repainted, no landscaping, sign, or improvements erected, removed, planted, or installed upon a Lot, nor shall any material addition to or any change, replacement, or alteration of the improvements as originally constructed by the Declarant (visible from the exterior of the Home) be made until the plans and specifications showing the nature, kind, shape, height, materials, floor plans, color scheme, and the location of same shall have been submitted to and approved in writing by the ACC. 19.8 Procedure. In order to obtain the approval of the ACC, each Owner shall observe the following: 19.8.1 Each applicant shall submit an application to the ACC with respect to any proposed improvement or material change in an improvement, together with the required application(s) and other fee(s) as established by the ACC. The applications shall include such information as may be required by the application form adopted by the ACC. The ACC may also require submission of samples of building materials and colors proposed to be used. At the time of such submissions, the applicant shall, if requested, submit to the ACC, such site plans, plans and specifications for the proposed improvement, prepared and stamped by a registered Florida architect or residential designer, and landscaping and irrigation plans, prepared by a registered landscape architect or designer showing all existing trees and major vegetation stands and surface water drainage plan showing existing and proposed design grades, contours relating to the predetermined ground floor finish elevation, pool plans and specifications and the times scheduled for completion, all as reasonably specified by the ACC. 19.8.2 In the event the information submitted to the ACC is, in the ACC’s opinion, incomplete or insufficient in any manner, the ACC may request and require the submission of additional or supplemental information. The applicant shall, within fifteen (15) days thereafter, comply with the request. 19.8.3 No later than thirty (30) days after receipt of all information required by the ACC for final review, the ACC shall approve or deny the application in writing. The ACC shall have the 1196 HICKORY GROVE Declaration 51 #9841487 v1 right to refuse to approve any plans and specifications which are not suitable or desirable, in the ACC’s sole discretion, for aesthetic or any other reasons or to impose qualifications and conditions thereon. In approving or disapproving such plans and specifications, the ACC shall consider the suitability of the proposed improvements, the materials of which the improvements are to be built, the site upon which the improvements are proposed to be erected, the harmony thereof with the surrounding area and the effect thereof on adjacent or neighboring property. In the event the ACC fails to respond within said thirty (30) day period, the plans and specifications shall be deemed disapproved by the ACC. 19.8.4 Construction of all improvements shall be completed within the time period set forth in the application and approved by the ACC. 19.8.5 In the event that the ACC disapproves any plans and specifications, the applicant may request a rehearing by the ACC for additional review of the disapproved plans and specifications. The meeting shall take place no later than thirty (30) days after written request for such meeting is received by the ACC, unless applicant waives this time requirement in writing. The ACC shall make a final written decision no later than thirty (30) days after such meeting. In the event the ACC fails to provide the applicant such written decision within said thirty (30) days, the plans and specifications shall be deemed disapproved. 19.8.6 Upon final disapproval (even if the members of the Board and the ACC are the same), the applicant may appeal the decision of the ACC to the Board within thirty (30) days of the applicant’s receipt of the ACC’s written review and disapproval. Review by the Board shall take place no later than thirty (30) days subsequent to the receipt by the Board of the applicant’s request therefor. If the Board fails to hold such a meeting within thirty (30) days after receipt of request for such meeting, then the plans and specifications shall be deemed disapproved. The Board shall make a final decision no later than sixty (60) days after such meeting. In the event the Board fails to provide such written decision within said sixty (60) days after such meeting, such plans and specifications shall be deemed disapproved. The decision of the ACC, or, if appealed, the Board, shall be final and binding upon the applicant, its heirs, legal representatives, successors and assigns. 19.9 Alterations. Any and all alterations, deletions, additions, and changes of any type or nature whatsoever to then existing improvements or the plans or specifications previously approved by the ACC shall be subject to the approval of the ACC in the same manner as required for approval of original plans and specifications. 19.10 Variances. The Association or the ACC shall have the power to grant variances from any requirements set forth in this Declaration or from the Community Standards, on a case by case basis, provided that the variance sought is reasonable and results from a hardship upon the applicant. The granting of a variance shall not nullify or otherwise affect the right to require strict compliance with the requirements set forth herein or in the Community Standards on any other occasion. 19.11 Permits. Each Owner is solely responsible to obtain all required building and other permits from all governmental authorities having jurisdiction. 19.12 Construction Activities. The following provisions govern construction activities by Owners after consent of the ACC has been obtained: 19.12.1 Each Owner shall deliver to the ACC, if requested, copies of all construction and building permits as and when received by the Owner. Each construction site in HICKORY GROVE shall be maintained in a neat and orderly condition throughout construction. Construction activities shall be performed on a diligent, workmanlike and continuous basis. Roadways, alleyways, easements, swales, Common Areas and other such areas in HICKORY GROVE shall be kept clear of construction vehicles, construction materials, and debris at all 1197 HICKORY GROVE Declaration 52 #9841487 v1 times. All refuse and debris shall be removed or deposited in a dumpster on a daily basis. No materials shall be deposited or permitted to be deposited in any Common Areas or other Lots or be placed anywhere outside of the Lot upon which the construction is taking place. No hazardous waste or toxic materials shall be stored, handled or used, including, without limitation, gasoline and petroleum products, except in compliance with all applicable federal, state, and local statutes, regulations, and ordinances, and shall not be deposited in any manner on, in, or within the construction or adjacent property. All construction activities shall comply with the Community Standards. If an Owner (or any of its respective contractors and employees) shall fail to comply in any regard with the requirements of this Section, the ACC may require that such Owner post security with the Association in such form and such amount deemed appropriate by the ACC in its sole discretion. 19.12.2 There shall be provided to the ACC, if requested, a list (name, address, telephone number and identity of contact person), of all contractors, subcontractors, materialmen and suppliers (collectively, “Contractors”) and changes to the list as they occur relating to construction. Contractors and their employees shall utilize those roadways and entrances into HICKORY GROVE as are designated by the ACC for construction activities. The ACC shall have the right to require that Contractors’ employees check in at the designated construction entrances and to refuse entrance to persons and parties whose names are not registered with the ACC. 19.12.3 Each Owner is responsible for ensuring compliance with all terms and conditions of these provisions and of the Community Standards by all of its employees and Contractors. In the event of any violation of any such terms or conditions by any employee or Contractor, or, in the opinion of the ACC, the continued refusal of any employee or Contractor to comply with such terms and conditions, after five (5) days’ notice and right to cure, the ACC shall have, in addition to the other rights hereunder, the right to prohibit the violating employee or Contractor from performing any further services in HICKORY GROVE. 19.12.4 The ACC may, from time to time, adopt standards governing the performance or conduct of Owners, Contractors and their respective employees within HICKORY GROVE. Each Owner shall comply with such standards and cause its respective employees to also comply with same. The ACC may also promulgate requirements to be inserted in all contracts relating to construction within HICKORY GROVE and each Owner shall include the same therein. 19.13 Inspection. There is specifically reserved to the Association and ACC and to any agent or member of either of them, the right of entry and inspection upon any portion of HICKORY GROVE at any time within reasonable daytime hours, for the purpose of determining whether there exists any violation of the terms of any approval or the terms of this Declaration or the Community Standards. 19.14 Violation. Without limiting any other provision herein, if any improvement shall be constructed or altered without prior written approval, or in a manner which fails to conform with the approval granted, the Owner shall, upon demand of the Association or the ACC, cause such improvement to be removed or restored until approval is obtained or in order to comply with the plans and specifications originally approved. The applicable Owner shall be liable for the payment of all costs of removal or restoration, including all costs and attorneys’ fees and paraprofessional fees at all levels including appeals, collections and bankruptcy, incurred by the Association or ACC. The costs shall be deemed an Individual Assessment and enforceable pursuant to the provisions of this Declaration. The ACC and/or the Association are specifically empowered to enforce the architectural and landscaping provisions of this Declaration and the Community Standards, by any legal or equitable remedy. 19.15 Court Costs. In the event that it becomes necessary to resort to litigation to determine the propriety of any constructed improvement or to cause the removal of any unapproved improvement, the prevailing party shall be entitled to recover court costs, expenses and attorneys’ fees and paraprofessional fees at all levels, including appeals, collections and bankruptcy, in connection therewith. 1198 HICKORY GROVE Declaration 53 #9841487 v1 19.16 Certificate. In the event that any Owner fails to comply with the provisions contained herein, the Community Standards, or other guidelines or standards promulgated by the ACC, the Association and/or ACC may, in addition to all other remedies contained herein, record a Certificate of Non-Compliance against the Lot stating that the improvements on the Lot fail to meet the requirements of this Declaration and that the Lot is subject to further enforcement remedies. 19.17 Certificate of Compliance. If requested by an Owner, prior to the occupancy of any improvement constructed or erected on any Lot by any person or entity other than the Declarant, or its designees, the Owner shall obtain a Certificate of Compliance from the ACC, certifying that the Owner has complied with the requirements set forth herein. The ACC may, from time to time, delegate to a member or members of the ACC the responsibility for issuing the Certificate of Compliance. The issuance of a Certificate of Compliance does not abrogate the ACC’s rights set forth in this Section. 19.18 Exemption. Notwithstanding anything to the contrary contained in the Governing Documents, including, without limitation, the Community Standards, any improvements of any nature made or to be made by the Declarant, its Contractors, agents, and assigns, including, without limitation, improvements made or to be made to the Common Areas, or any Lot or Home, shall not be subject to the Community Standards and/or review and approval by the ACC or the Association. 19.19 Exculpation. The Declarant, the Association, the directors or officers of the Association, the ACC, the members of the ACC, or any person acting on behalf of any of them, shall not be liable for any cost or damages incurred by any Owner or any other party whatsoever, due to any mistakes in judgment, negligence, or any action of the Declarant, the Association, ACC or their members, officers, or directors, in connection with the approval or disapproval of plans and specifications. Each Owner agrees, individually and on behalf of its heirs, successors and assigns by acquiring title to a Lot, that it shall not bring any action or suit against the Declarant, the Association or their respective directors or officers, the ACC or the members of the ACC, or their respective agents, in order to recover any damages caused by the actions of the Declarant, the Association, or ACC or their respective members, officers, or directors in connection with the provisions of this Section. The Association does hereby indemnify, defend and hold the Declarant and the ACC, and each of their members, officers, directors, shareholders and any related persons or corporations and their employees, harmless from all costs, expenses, and liabilities, including attorneys’ fees and paraprofessional fees at all levels, including appeals, of any nature resulting by virtue of the acts of the Owners, the Association, ACC or their members, officers and directors. The Declarant, the Association, its directors or officers, the ACC or its members, or any person acting on behalf of any of them, shall not be responsible for any defects in any plans or specifications or the failure of same to comply with applicable laws or code nor for any defects in any improvements constructed pursuant thereto. Each party submitting plans and specifications for approval shall be solely responsible for the sufficiency thereof and for the quality of construction performed pursuant thereto. 20. Enforcement. 20.1 Right to Cure. Should any Owner do any of the following: 20.1.1 Fail to perform its responsibilities as set forth herein or otherwise breach the provisions of the Declaration including, without limitation, any provision herein benefiting SJRWMD; 20.1.2 Cause any damage to any improvement or Common Areas; 20.1.3 Impede the Declarant or the Association from exercising its rights or performing its responsibilities hereunder; 20.1.4 Undertake unauthorized improvements or modifications to any Lot or the Common Areas; or 1199 HICKORY GROVE Declaration 54 #9841487 v1 20.1.5 Impede the Declarant from proceeding with the construction of Homes or completing the development of HICKORY GROVE; then the Declarant and/or the Association, where applicable, after reasonable prior written notice, shall have the right, through its agents and employees, to cure the breach, including, but not limited to, entering upon the Lot and causing the default to be remedied and/or the required repairs or maintenance to be performed, or as the case may be, remove unauthorized improvements or modifications. The cost thereof, plus reasonable overhead costs and attorneys’ fees and paraprofessional fees at all levels including appeals, collections and bankruptcy, incurred shall be assessed against the Owner as an Individual Assessment. 20.2 Non-Monetary Defaults. In the event of a violation by any Owner, other than the nonpayment of any Assessment or other monies, of any of the provisions of this Declaration, the Declarant or the Association shall notify the Owner of the violation, by delivering written notice. If such violation is not cured as soon as practicable and in any event within seven (7) days after receipt of such written notice, the party entitled to enforce same may, at its option: 20.2.1 Commence an action to enforce the performance on the part of the Owner, or to enjoin the violation or breach or for equitable relief as may be necessary under the circumstances, including injunctive relief; and/or 20.2.2 Commence an action to recover damages; and/or 20.2.3 Take any and all action reasonably necessary to correct the violation or breach. All expenses incurred in connection with the violation or breach, or the commencement of any action against any Owner, including reasonable attorneys’ fees and paraprofessional fees at all levels including appeals, collections and bankruptcy shall be assessed against the Owner as an Individual Assessment, and shall be immediately due and payable without further notice. 20.3 No Waiver. The election not to enforce any right, provision, covenant or condition in this Declaration, shall not constitute a waiver of the right to enforce such right, provision, covenant or condition in the future. 20.4 Rights Cumulative. All rights, remedies, and privileges granted to the Declarant, the Association and/or the ACC pursuant to any terms, provisions, covenants or conditions of this Declaration, or Community Standards, shall be deemed to be cumulative, and the exercise of any one or more shall neither be deemed to constitute an election of remedies, nor shall it preclude any of them from pursuing such additional remedies, rights or privileges as may be granted or as it might have by law. 20.5 Enforcement By or Against Other Persons. In addition to the foregoing, this Declaration and the Community Standards may be enforced by the Declarant and/or, where applicable, Owners and/or the Association by any procedure at law or in equity against any person violating or attempting to violate any provision herein, to restrain such violation, to require compliance with the provisions contained herein, to recover damages, or to enforce any lien created herein. The Association has the right, but not the obligation, to enforce the provisions of this Declaration and the Community Standards. Further, neither the Association nor the Declarant has any obligation whatsoever to become involved in any dispute between Owners in connection with this Declaration. The expense of any litigation to enforce this Declaration or Community Standards shall be borne by the person against whom enforcement is sought, provided such proceeding results in a finding that such person was in violation of this Declaration or the Community Standards. SJRWMD and the Association shall have the right to enforce, by a proceeding at law or in equity, the provisions contained in the Declaration which relate to the maintenance, operation and repair of SMS. 1200 HICKORY GROVE Declaration 55 #9841487 v1 20.6 Fines and Suspensions. The Board may suspend, for reasonable periods of time, the rights of an Owner or an Owner’s Lessees, Immediate Family Members, guests and invitees, or all of the foregoing, to use the Common Areas and may levy reasonable fines, not to exceed the maximum amounts permitted by Section 720.305(2), Florida Statutes (2021), against an Owner, Lessee, guest or invitee, for failure to comply with any provision of this Declaration including, without limitation, those provisions benefiting SJRWMD. 20.6.1 A fine may be levied on the basis of each day of a continuing violation, with a single notice and opportunity for hearing. Fines in the aggregate are not capped to any amount. 20.6.2 A fine or suspension may not be imposed without delivery of a notice of at least fourteen (14) days to the person sought to be fined or suspended and an opportunity for a hearing before a committee of at least three (3) persons (the “Violations Committee”) appointed by the Board who are not officers, directors or employees of the Association, or the spouse, parent, child, brother, sister of an officer, director or employee. If the Violations Committee does not by a majority vote approve a fine or suspension the same may not be imposed. The written notice of violation shall be in writing delivered to the Owner, Lessee, guest or invitee and detail the infraction or infractions. Included in the notice shall be the date and time of the hearing of the Violations Committee. If the Association imposes a fine or suspension, the Association must provide written notice of such fine or suspension by mail or hand delivery to the Owner or Lessee. Notwithstanding anything to the contrary herein, the notice and hearing requirements under this Section 20.6.2 do not apply to suspensions imposed due to an Owner’s failure to pay monetary obligations due to the Association; however, any such suspension must be approved at a properly noticed meeting of the Board. 20.6.3 The non-compliance shall be presented to the Violations Committee acting as a tribunal, after which the Violations Committee shall hear reasons why a fine or suspension should not be imposed. The hearing shall be conducted in accordance with the procedures adopted by the Violations Committee from time to time. A written decision of the Violations Committee shall be submitted to the Owner, Lessee, guest or invitee, as applicable, by not later than twenty-one (21) days after the meeting of the Violations Committee. The Owner, Lessee, guest or invitee shall have a right to be represented by counsel and to cross-examine witnesses. 20.6.4 The Violations Committee may approve a fine imposed by the Board against the Owner in the amount of One Hundred and No/100 Dollars ($100.00) (or any greater amount permitted by law from time to time) for each violation. Each day of non-compliance shall be treated as a separate violation and there is no cap on the aggregate amount the Violations Committee may fine an Owner, Lessee, guest or invitee. Fines shall be paid not later than five (5) days after receipt of notice of the imposition of the fine. All monies received from fines shall be allocated as directed by the Board. Any fine in excess of One Thousand and No/100 Dollars ($1,000.00) shall constitute a lien against the applicable Lot, and a fine shall further be lienable to the extent otherwise permitted under Florida law. 21. Additional Rights of Declarant. 21.1 Sales and Administrative Offices. The Declarant shall have the perpetual right to take such action reasonably necessary to transact any business necessary to consummate the development of HICKORY GROVE and sales and re-sales of Lots, Homes and/or other properties owned by the Declarant or others outside of HICKORY GROVE. This right shall include, but not be limited to, the right to maintain models, sales offices and parking associated therewith, have signs on any portion of HICKORY GROVE, including Common Areas, employees in the models and offices without the payment of rent or any other fee, maintain offices in models and use of the Common Areas to show Lots or Homes. The sales office and signs and all items pertaining to development and sales remain the property of the Declarant. The Declarant shall have all of the foregoing rights without charge or expense. The rights reserved hereunder shall extend beyond the Turnover Date. 1201 HICKORY GROVE Declaration 56 #9841487 v1 21.2 Modification. The development and marketing of HICKORY GROVE will continue as deemed appropriate in the Declarant’s sole discretion, and nothing in this Declaration or Community Standards, or otherwise, shall be construed to limit or restrict such development and marketing. It may be necessary or convenient for the development of HICKORY GROVE to, as an example and not a limitation, amend the Master Plan, modify the boundary lines of the Common Areas, grant easements, dedications, agreements, licenses, restrictions, reservations, covenants, rights-of-way, and to take such other actions which the Declarant, or its agents, affiliates, or assignees may deem necessary or appropriate. The Declarant shall have the unrestricted right, without approval or joinder of any other person or entity: (i) to designate the use of, alienate, release, or otherwise assign the easements shown on the Plat or described herein, (ii) to plat or replat all or any part of HICKORY GROVE owned by the Declarant or reconfigure any Lot owned by the Declarant, and (iii) to widen, extend or relocate any right of way shown on any Plat or convert a Lot to use as a right of way, provided that the Declarant owns the lands affected by or subject to such change. The Association and Owners shall, at the request of the Declarant, execute and deliver any and all documents and instruments which the Declarant deems necessary or convenient, in its sole and absolute discretion, to accomplish the same. 21.3 Promotional Events. Prior to the Community Completion Date, the Declarant and its assigns shall have the right, at any time, to hold marketing, special and/or promotional events within HICKORY GROVE and/or on the Common Areas without any charge for use. The Declarant and its agents, affiliates, or assignees shall have the right to market HICKORY GROVE in advertisements and other media by making reference to HICKORY GROVE, including, but not limited to, pictures or drawings of HICKORY GROVE, Common Areas, Lots, Parcels and Homes constructed in HICKORY GROVE. All logos, trademarks, and designs used in connection with HICKORY GROVE are the property of the Declarant, and the Association shall have no right to use the same after the Community Completion Date except with the express written permission of the Declarant. 21.4 Use by Prospective Purchasers. Prior to the Community Completion Date, the Declarant shall have the right, without charge, to use the Common Areas for the purpose of entertaining prospective purchasers of Lots, Homes, or other properties owned by the Declarant outside of HICKORY GROVE. 21.5 Franchises. The Declarant may grant franchises or concessions to commercial concerns on all or part of the Common Areas and shall be entitled to all income derived therefrom. 21.6 Management. The Declarant may manage the Common Areas by contract with the Association. The Declarant and/or the Association may also contract with a third party (“Manager”) for management of the Association and the Common Areas. 21.7 Easements. Until the Community Completion Date, the Declarant reserves the exclusive right to grant, in its sole discretion, easements, permits and/or licenses for ingress and egress, drainage, utilities, maintenance, Telecommunications Services, and other purposes over, under, upon and across HICKORY GROVE so long as any said easements do not materially and adversely interfere with the intended use of Homes previously conveyed to Owners. By way of example, and not of limitation, the Declarant may be required to take certain action, or make additions or modifications to the Common Areas in connection with an environmental program. All easements necessary for such purposes are reserved in favor of the Declarant, in perpetuity, for such purposes. Without limiting the foregoing, the Declarant may relocate any easement affecting a Lot, or grant new easements over a Lot, after conveyance to an Owner, without the joinder or consent of such Owner, so long as the grant of easement or relocation of easement does not materially and adversely affect the Owner’s use of the Lot. As an illustration, the Declarant may grant an easement for telecommunications systems, irrigation facilities, drainage lines or electrical lines over any portion of a Lot so long as such easement is outside the footprint of the foundation of any residential improvement constructed on such Lot. The Declarant shall have the sole right to any fees of any nature associated therewith, including, but not limited to, license or similar fees on account thereof. The Association and Owners will, without charge, if requested by the Declarant: (i) join in the creation of such easements, etc. and cooperate in the operation thereof; and (ii) collect and remit fees associated therewith, if any, to the appropriate party. The Association will not 1202 HICKORY GROVE Declaration 57 #9841487 v1 grant any easements, permits or licenses to any other entity providing the same services as those granted by the Declarant, nor will it grant any such easement, permit or license prior to the Community Completion Date without the prior written consent of the Declarant which may be granted or denied in its sole discretion. 21.8 No Failure of Easements. Notwithstanding anything contained in the Governing Documents to the contrary, should the intended creation of any easement provided for in the Governing Documents fail by reason of the fact that at the time of creation there may be no grantee in being having the capacity to take and hold such easement or no separate ownership of the dominant and servient estates, then any such grant of easement deemed not to have been so created shall nevertheless be considered as having been granted directly to the Declarant and/or the Association, as applicable, as agent for such intended grantees, or to be a “springing easement” for the purpose of allowing the original party to whom, or the original party to which, the easements were originally intended to have been granted the benefit of such easement, and the Owners hereby designate the Declarant and the Association (or either of them) as their lawful attorney-in-fact to execute any instrument on such Owners’ behalf as may hereafter be required or deemed necessary for the purpose of later creating such easement as it was intended to have been created herein. Formal language of grant or reservation with respect to such easements, as appropriate, is hereby incorporated in the easement provisions hereof to the extent not so recited in some or all of such provisions. 21.9 Right to Enforce. The Declarant has the right, but not the obligation, to enforce the provisions of this Declaration and the Community Standards and to recover all costs relating thereto, including attorneys’ fees and paraprofessional fees at all levels of proceeding, including appeals, collections and bankruptcy. Such right shall include the right to perform the obligations of the Association and to recover all costs incurred in doing so. 21.10 Additional Development. If the Declarant withdraws portions of HICKORY GROVE from the operation of this Declaration, the Declarant may, but is not required to, subject to governmental approvals, create other forms of residential property ownership or other improvements of any nature on the property not subjected to or withdrawn from the operation of this Declaration. The Declarant shall not be liable or responsible to any person or entity on account of its decision to do so or to provide, or fail to provide, the amenities and/or facilities which were originally planned to be included in such areas. If so designated by the Declarant, owners or tenants of such other forms of housing or improvements upon their creation may share in the use of all or some of the Common Areas and other facilities and/or roadways that remain subject to this Declaration. The expense of the operation of such facilities shall be allocated to the various users thereof, if at all, as determined by the Declarant. 21.11 Representations. The Declarant makes no representations concerning development both within and outside the boundaries of HICKORY GROVE including, but not limited to, the number, design, boundaries, configuration and arrangements, prices of all Parcels or Homes and buildings in all other proposed forms of ownership and/or other improvements within HICKORY GROVE or adjacent to or near HICKORY GROVE, including, but not limited to, the size, location, configuration, elevations, design, building materials, height, view, airspace, number of Homes, number of buildings, location of easements, parking and landscaped areas, services and amenities offered. 21.12 Non-Liability. NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THE GOVERNING DOCUMENTS, NEITHER THE DECLARANT NOR THE ASSOCIATION SHALL BE LIABLE OR RESPONSIBLE FOR, OR IN ANY MANNER A GUARANTOR OR INSURER OF, THE HEALTH, SAFETY OR WELFARE OF ANY OWNER, OCCUPANT OR USER OF ANY PORTION OF HICKORY GROVE INCLUDING, WITHOUT LIMITATION, RESIDENTS AND THEIR FAMILIES, GUESTS, LESSEES, LICENSEES, INVITEES, AGENTS, SERVANTS, CONTRACTORS, AND/OR SUBCONTRACTORS OR FOR ANY PROPERTY OF ANY SUCH PARTY WITHOUT LIMITING THE GENERALITY OF THE FOREGOING: 1203 HICKORY GROVE Declaration 58 #9841487 v1 21.12.1 IT IS THE EXPRESS INTENT OF GOVERNING DOCUMENTS THAT THE VARIOUS PROVISIONS THEREOF WHICH ARE ENFORCEABLE BY THE ASSOCIATION AND WHICH GOVERN OR REGULATE THE USES OF HICKORY GROVE HAVE BEEN WRITTEN, AND ARE TO BE INTERPRETED AND ENFORCED, FOR THE SOLE PURPOSE OF ENHANCING AND MAINTAINING THE ENJOYMENT OF HICKORY GROVE AND THE VALUE THEREOF; 21.12.2 THE ASSOCIATION IS NOT EMPOWERED, AND HAS NOT BEEN CREATED, TO ACT AS AN AGENCY WHICH ENFORCES OR ENSURES THE COMPLIANCE WITH THE LAWS OF THE STATE OF FLORIDA AND/OR SEMINOLE COUNTY OR PREVENTS TORTIOUS ACTIVITIES; 21.12.3 THE PROVISIONS OF GOVERNING DOCUMENTS SETTING FORTH THE USES OF ASSESSMENTS SHALL BE APPLIED ONLY AS LIMITATIONS ON THE USES OF ASSESSMENT FUNDS AND NOT AS CREATING A DUTY OF THE ASSOCIATION TO PROTECT OR FURTHER THE HEALTH, SAFETY, OR WELFARE OF ANY PERSON(S), EVEN IF ASSESSMENT FUNDS ARE CHOSEN TO BE USED FOR ANY SUCH REASON; AND 21.12.4 EACH OWNER (BY VIRTUE OF ITS ACCEPTANCE OF TITLE TO A HOME) AND EACH OTHER PERSON HAVING AN INTEREST IN OR LIEN UPON, OR MAKING A USE OF, ANY PORTION OF HICKORY GROVE (BY VIRTUE OF ACCEPTING SUCH INTEREST OR LIEN OR MAKING SUCH USE) SHALL BE BOUND BY THIS SECTION AND SHALL BE DEEMED TO HAVE AUTOMATICALLY WAIVED ANY AND ALL RIGHTS, CLAIMS, DEMANDS AND CAUSES OF ACTION AGAINST THE ASSOCIATION ARISING FROM OR CONNECTED WITH ANY MATTER FOR WHICH THE LIABILITY OF THE ASSOCIATION HAS BEEN DISCLAIMED IN THIS SECTION OR OTHERWISE. AS USED IN THIS SECTION, THE “ASSOCIATION” SHALL INCLUDE WITHIN ITS MEANING ALL OF THE ASSOCIATION’S DIRECTORS, OFFICERS, COMMITTEE AND BOARD MEMBERS, EMPLOYEES, AGENTS, AND CONTRACTORS (INCLUDING MANAGEMENT COMPANIES, MANAGERS, SUBCONTRACTORS, SUCCESSORS AND ASSIGNS). 21.13 Resolution of Disputes. BY ACCEPTANCE OF A DEED, EACH OWNER AGREES THAT THE GOVERNING DOCUMENTS ARE VERY COMPLEX; THEREFORE, UNLESS OTHERWISE REQUIRED TO SUBMIT A DISPUTE (AS DEFINED HEREIN) TO MEDIATION AND/OR BINDING ARBITRATION PURSUANT TO SECTION 26 HEREIN, ANY CLAIM, DEMAND ACTION, OR CAUSE OF ACTION, WITH RESPECT TO ANY ACTION, PROCEEDING, CLAIM COUNTERCLAIM, OR CROSS CLAIM, WHETHER IN CONTRACT AND/OR IN TORT (REGARDLESS IF THE TORT ACTION IS PRESENTLY RECOGNIZED OR NOT), BASED ON, ARISING OUT OF, IN CONNECTION WITH, OR IN ANY WAY RELATED TO, THE GOVERNING DOCUMENTS, INCLUDING ANY COURSE OF CONDUCT, COURSE OF DEALING, VERBAL OR WRITTEN STATEMENT, VALIDATION, PROTECTION, ENFORCEMENT ACTION OR OMISSION OF ANY PARTY, SHOULD BE HEARD IN A COURT PROCEEDING BY A JUDGE AND NOT A JURY IN ORDER TO BEST SERVE JUSTICE. THE DECLARANT HEREBY SUGGESTS THAT EACH OWNER UNDERSTAND THE LEGAL CONSEQUENCES OF ACCEPTING A DEED TO A HOME. 21.14 Venue. EACH OWNER ACKNOWLEDGES REGARDLESS OF WHERE SUCH OWNER (i) EXECUTED A PURCHASE AND SALE AGREEMENT, (ii) RESIDES, (iii) OBTAINS FINANCING OR (iv) CLOSED ON A HOME, EACH HOME IS LOCATED IN SEMINOLE COUNTY, FLORIDA. ACCORDINGLY, AN IRREBUTTABLE PRESUMPTION EXISTS THAT THE APPROPRIATE VENUE FOR THE RESOLUTION OF ANY DISPUTE LIES IN SEMINOLE COUNTY, FLORIDA. IN ADDITION TO THE FOREGOING, EACH OWNER AND THE DECLARANT AGREES THAT THE VENUE FOR RESOLUTION OF ANY DISPUTE LIES IN SEMINOLE COUNTY, FLORIDA. 21.15 Reliance. BEFORE ACCEPTING A DEED TO A HOME, EACH OWNER HAS AN OBLIGATION TO RETAIN AN ATTORNEY IN ORDER TO CONFIRM THE VALIDITY OF THIS 1204 HICKORY GROVE Declaration 59 #9841487 v1 DECLARATION. BY ACCEPTANCE OF A DEED TO A HOME, EACH OWNER ACKNOWLEDGES HE OR SHE HAS SOUGHT AND RECEIVED SUCH AN OPINION OR HAS MADE AN AFFIRMATIVE DECISION NOT TO SEEK SUCH AN OPINION. THE DECLARANT IS RELYING ON EACH OWNER CONFIRMING IN ADVANCE OF ACQUIRING A HOME THAT THIS DECLARATION IS VALID, FAIR AND ENFORCEABLE. SUCH RELIANCE IS DETRIMENTAL TO THE DECLARANT ACCORDINGLY, AN ESTOPPEL AND WAIVER EXISTS PROHIBITING EACH OWNER FROM TAKING THE POSITION THAT ANY PROVISION OF THIS DECLARATION IS INVALID IN ANY RESPECT. AS A FURTHER MATERIAL INDUCEMENT FOR THE DECLARANT TO SUBJECT HICKORY GROVE TO THIS DECLARATION, EACH OWNER DOES HEREBY RELEASE, WAIVE, DISCHARGE, COVENANT NOT TO SUE, ACQUIT, SATISFY AND FOREVER DISCHARGE THE DECLARANT AND ITS OFFICERS, DIRECTORS, EMPLOYEES, AGENTS, AFFILIATES AND ASSIGNS FROM ANY AND ALL LIABILITY, CLAIMS, COUNTERCLAIMS, DEFENSES, ACTIONS, CAUSES OF ACTION, SUITS, CONTROVERSIES, AGREEMENTS, PROMISES AND DEMANDS WHATSOEVER, IN LAW OR IN EQUITY, WHICH AN OWNER MAY HAVE IN THE FUTURE, OR WHICH ANY PERSONAL REPRESENTATIVE, SUCCESSOR, HEIR OR ASSIGN OF OWNER HEREAFTER CAN, SHALL OR MAY HAVE AGAINST THE DECLARANT, ITS OFFICERS, DIRECTORS, EMPLOYEES, AGENTS, AFFILIATES AND ASSIGNS, FOR, UPON OR BY REASON OF ANY MATTER, CAUSE OR THING WHATSOEVER RESPECTING THIS DECLARATION, OR THE EXHIBITS HERETO. THIS RELEASE AND WAIVER IS INTENDED TO BE AS BROAD AND INCLUSIVE AS PERMITTED BY THE LAWS OF THE STATE OF FLORIDA. 21.16 Duration of Rights. The rights of the Declarant set forth in this Declaration shall, unless specifically provided to the contrary herein, extend for a period of time ending upon the earlier of: (i) the Community Completion Date; or (ii) a relinquishment of such rights by the Declarant, in an amendment to the Declaration recorded in the Public Records. 21.17 Additional Covenants. The Declarant may record additional covenants, conditions, restrictions, and easements applicable to portions of HICKORY GROVE, and may form condominium associations, sub-associations, or cooperatives governing such property. Any such instrument shall be consistent with the provisions of Section 5, and no person or entity shall record any declaration of covenants, conditions and restrictions, or declaration of condominium or similar instrument affecting any portion of HICKORY GROVE without the Declarant’s prior review and prior written consent. Evidence of the Declarant’s prior written consent shall be obtained in the form of a joinder executed by the Declarant. Any attempted recordation without such consent shall result in such instrument being void and of no force and effect unless subsequently approved by written consent signed by the Declarant and recorded in the Public Records. 21.18 Right to Approve Sales Materials. All sales, promotional, and advertising materials for any sale of property in HICKORY GROVE shall be subject to the prior written approval of the Declarant. The Declarant shall deliver notice of the Declarant’s approval or disapproval of all such materials and documents within thirty (30) days of receipt of such materials and documents, and, if disapproved, set forth the specific changes requested. If the Declarant fails to deliver notice of the Declarant’s approval or disapproval within such thirty (30) day period, the Declarant shall be deemed to have waived any objections to such materials and documents and to have approved the foregoing. Upon disapproval, the foregoing procedure shall be repeated until approval is obtained or deemed to be obtained. 21.19 Use Name of “HICKORY GROVE”. No person or entity shall use the name “HICKORY GROVE,” its logo, or any derivative of such name or logo in any printed or promotional material without the Declarant’s prior written approval. Until the Turnover, the Declarant shall have the sole right to approve the use of the HICKORY GROVE name and logo, and such right shall automatically pass to the Association after the Turnover Date. However, Owners may use the name “HICKORY GROVE” in printed or promotional matter where such term is used solely to specify that particular property is located within HICKORY GROVE. 1205 HICKORY GROVE Declaration 60 #9841487 v1 21.20 Density Transfers. If the record title owner of a Parcel develops the Parcel so that the number of Lots contained in such Parcel is less than the allowable number of Lots allocated by governmental authorities to that particular Parcel, the excess allowable Lots not used by such party (with respect to that Parcel) shall inure to the benefit of the Declarant. 22. Refund of Taxes and Other Charges. Unless otherwise provided herein, the Association agrees that any taxes, fees or other charges paid by the Declarant to any governmental authority, utility company or any other entity which at a later date are refunded in whole or in part, shall be returned to the Declarant in the event such refund is received by the Association. 23. Assignment of Powers. All or any part of the rights, exemptions, powers and reservations of the Declarant herein contained may be conveyed or assigned, in whole or in part, to other persons or entities by an instrument in writing duly executed, acknowledged and, at the Declarant’s option, recorded in the Public Records. 24. General Provisions. 24.1 Authority of Board. Except when a vote of the membership of the Association is specifically required, all decisions, duties, and obligations of the Association hereunder may be made by a majority of the Board. The Association and Owners shall be bound thereby. 24.2 Severability. Invalidation of any of the provisions of this Declaration by judgment or court order shall in no way affect any other provision, and the remainder of this Declaration shall remain in full force and effect. 24.3 Execution of Documents. The Declarant’s plan of development for HICKORY GROVE including, without limitation, the creation of one (1) or more special taxing districts may necessitate from time to time the execution of certain documents as required by governmental agencies. To the extent that said documents require the joinder of Owners, the Declarant, by its duly authorized officers, may, as the agent or the attorney-in-fact for the Owners, execute, acknowledge and deliver such documents (including, without limitation, any consents or other documents required by any governmental agencies in connection with the creation of any special taxing district); and the Owners, by virtue of their acceptance of deeds, irrevocably nominate, constitute and appoint the Declarant, through its duly authorized officers, as their proper and legal attorneys-in-fact, for such purpose. Said appointment is coupled with an interest and is therefore irrevocable. Any such documents executed pursuant to this Section may recite that it is made pursuant to this Section. Notwithstanding the foregoing, each Owner agrees, by its acceptance of a deed to a Lot or any other portion of HICKORY GROVE, to execute or otherwise join in any petition and/or other documents required in connection with the creation of any special taxing district relating to HICKORY GROVE or any portion(s) thereof. 24.4 Affirmative Obligation of the Association. In the event the Association believes that the Declarant has failed in any respect to meet the Declarant’s obligations under this Declaration or has failed to comply with any of the Declarant’s obligations under law or the Common Areas are defective in any respect, the Association shall give written notice to the Declarant detailing the alleged failure or defect. The Association agrees that once the Association has given written notice to the Declarant pursuant to this Section, the Association shall be obligated to permit the Declarant and its agents to perform inspections of the Common Areas and to perform all tests and make all repairs/replacements deemed necessary by the Declarant to respond to such notice at all reasonable times. The Association agrees that any inspection, test and/or repair/replacement scheduled on a business day between 9 a.m. and 5 p.m. shall be deemed scheduled at a reasonable time. The rights reserved in this Section include the right of the Declarant to repair or address, in the Declarant’s sole option and expense, any aspect of the Common Areas deemed defective by the Declarant during its inspections of the Common Areas. The Association’s failure to give Declarant the notice and/or otherwise comply with the provisions of this Section will damage the Declarant. 1206 HICKORY GROVE Declaration 61 #9841487 v1 24.5 Notices. Any notice required to be sent to any person, firm, or entity under the provisions of this Declaration shall be deemed to have been properly sent when mailed, postpaid, to the last known address at the time of such mailing, or when transmitted by any form of Electronic Transmission in accordance with Section 24.12 below. 24.6 Florida Statutes. Whenever this Declaration refers to the Florida Statutes, it shall be deemed to refer to the Florida Statutes as they exist and are effective on the date this Declaration is recorded in the Public Records, except to the extent provided otherwise in the Governing Documents as to any particular provision of the Florida Statutes. 24.7 Construction Activities. ALL OWNERS, LESSEES, OCCUPANTS AND USERS OF HICKORY GROVE ARE HEREBY PLACED ON NOTICE THAT (1) THE DECLARANT AND/OR ITS AGENTS, CONTRACTORS, SUBCONTRACTORS, LICENSEES AND OTHER DESIGNEES AND/OR (2) ANY OTHER PARTIES WILL BE, FROM TIME TO TIME, CONDUCTING CONSTRUCTION ACTIVITIES, BLASTING, EXCAVATION, CONSTRUCTION AND OTHER ACTIVITIES WITHIN OR IN PROXIMITY TO HICKORY GROVE WHICH MAY CAUSE NOISE, DUST OR OTHER TEMPORARY DISTURBANCE. BY THE ACCEPTANCE OF THEIR DEED OR OTHER CONVEYANCE OR MORTGAGE, LEASEHOLD, LICENSE OR OTHER INTEREST, AND BY USING ANY PORTION OF HICKORY GROVE, EACH SUCH OWNER, OCCUPANT AND USER AUTOMATICALLY ACKNOWLEDGES, STIPULATES AND AGREES (i) THAT NONE OF THE AFORESAID ACTIVITIES SHALL BE DEEMED NUISANCES OR NOXIOUS OR OFFENSIVE ACTIVITIES, HEREUNDER OR AT LAW GENERALLY, (ii) NOT TO ENTER UPON, OR ALLOW THEIR CHILDREN OR OTHER PERSONS UNDER THEIR CONTROL OR DIRECTION TO ENTER UPON (REGARDLESS OF WHETHER SUCH ENTRY IS A TRESPASS OR OTHERWISE) ANY PROPERTY WITHIN OR IN PROXIMITY TO HICKORY GROVE WHERE SUCH ACTIVITY IS BEING CONDUCTED (EVEN IF NOT BEING ACTIVELY CONDUCTED AT THE TIME OF ENTRY, SUCH AS AT NIGHT OR OTHERWISE DURING NON-WORKING HOURS), (iii) THE DECLARANT AND THE OTHER AFORESAID RELATED PARTIES SHALL NOT BE LIABLE FOR ANY AND ALL LOSSES, DAMAGES (COMPENSATORY, CONSEQUENTIAL, PUNITIVE OR OTHERWISE), INJURIES OR DEATHS ARISING FROM OR RELATING TO THE AFORESAID ACTIVITIES, EXCEPT RESULTING DIRECTLY FROM THE DECLARANT’S GROSS NEGLIGENCE OR WILLFUL MISCONDUCT, AND (iv) ANY PURCHASE OR USE OF ANY PORTION OF HICKORY GROVE HAS BEEN AND WILL BE MADE WITH FULL KNOWLEDGE OF THE FOREGOING. 24.8 Title Documents. Each Owner by acceptance of a deed to a Lot acknowledges that such Lot is subject to certain land use and title documents recorded in the Public Records (collectively, the “Title Documents”). The Declarant’s plan of development for HICKORY GROVE may necessitate from time to time the further amendment, modification and/or termination of the Title Documents. THE DECLARANT RESERVES THE UNCONDITIONAL RIGHT TO SEEK AMENDMENTS AND MODIFICATIONS OF THE TITLE DOCUMENTS. It is possible that a governmental subdivision or agency may require the execution of one or more documents in connection with an amendment, modification, and/or termination of the Title Documents. To the extent that such documents require the joinder of Owners, the Declarant, by any one of its duly authorized officers, may, as the agent and/or the attorney- in-fact for the Owners, execute, acknowledge and deliver any documents required by applicable governmental subdivision or agency; and the Owners, by virtue of their acceptance of deeds, irrevocably nominate, constitute and appoint the Declarant, through any one of its duly authorized officers, as their proper and legal attorney-in-fact for such purpose. This appointment is coupled with an interest and is therefore irrevocable. Any such documents executed pursuant to this Section may recite that it is made pursuant to this Section. Notwithstanding the foregoing, each Owner agrees, by its acceptance of a deed to a Lot: (i) to execute or otherwise join in any documents required in connection with the amendment, modification, or termination of the Title Documents; and (ii) that such Owner has waived its right to object to or comment on the form or substance of any amendment, modification, or termination of the Title Documents. Without limiting the foregoing, upon the Community Completion Date, the Association shall assume all of the obligations of the Declarant under the Title Documents unless otherwise provided by 1207 HICKORY GROVE Declaration 62 #9841487 v1 the Declarant by amendment to this Declaration recorded by the Declarant in the Public Records, from time to time, and in the sole and absolute discretion of the Declarant. 24.9 Right to Contract for Telecommunications Services. The Declarant or the Association shall have the right, but not the obligation, to enter into one or more contracts for the provision of one or more Telecommunications Services for all or any part of HICKORY GROVE. Prior to the Community Completion Date, all contracts between a Telecommunications Provider and the Association shall be subject to the prior written approval of the Declarant. If any such contract is established, the fees for the Telecommunications Services payable to the Telecommunications Provider shall be Operating Expenses and shall be included within the annual budget of the Association. 24.10 Enforcement of Governing Documents. Enforcement of the Governing Documents, including, without limitation, this Declaration, may be by proceeding at law for damages or in equity to compel compliance with the terms hereof or to prevent violation or breach of any of the covenants or terms herein. The Declarant, the Association, or any Owner may, but shall not be required to, seek enforcement of the Governing Documents. 24.11 Electronic or Video Communication. Wherever the Governing Documents require members’ attendance at a meeting either “in person or by proxy,” members may attend and participate at such meetings via telephone, real-time videoconferencing, or similar real-time electronic or video communication; provided, however, members may attend and participate in this manner only if a majority of the Board approved use of telephone, real-time videoconferencing, or similar real-time electronic or video communication for participation and attendance at meetings. 24.12 Electronic Transmission as Substitute for Writing. Wherever the Governing Documents require action by the Association to be taken in writing, such action may be taken by Electronic Transmission, with the exception of the following: (i) giving notice of a meeting called in whole or in part for the purpose of recalling and removing a member of the Board; and (ii) when levying fines, suspending use rights, requesting dispute resolution, or collecting payments for assessments and providing notice of lien claims. 24.13 Right to Contract. Prior to the Turnover Date, the Declarant, and thereafter, the Association, shall have the right, to make the Common Areas available to individuals, persons, firms or corporations other than the Owners. The granting of such rights shall not invalidate this Declaration, reduce or abate any Owner’s obligations to pay Assessments pursuant to this Declaration, or give any Owner the right to avoid any of the provisions of this Declaration. Prior to the Turnover Date, the Declarant shall have the right to determine from time to time, and at any time, in the Declarant’s sole and absolute discretion, the manner in which the Common Areas will be made available to individuals, persons, firms or corporations other than the Owners and the fees and charges that may be charged for such use. In addition, prior to the Turnover Date, the Declarant, and thereafter, the Association, shall have the right to enter into agreements for maintenance, lease, use, license, or easements with any other homeowners association, property owners association, governmental or quasi-governmental agency or other entity. The Declarant or the Board may enter into such agreement on behalf of the Association without the prior written consent or joinder of any other party; provided, however, prior to the Turnover Date, all such agreements entered into by the Association require the prior written consent of the Declarant. Such agreements may obligate the Association to maintain certain real property or improvements not owned by the Declarant or the Association, or such agreements may obligate the Association to pay a contribution for maintenance costs or use fees for certain real property or improvements not owned by the Declarant or the Association. Any expense incurred by the Association, or payment required to be made by the Association, in connection with any such agreement shall constitute an Operating Expense of the Association. 24.14 Declarant’s Disclaimer of Representations. NOTWITHSTANDING ANYTHING TO THE CONTRARY HEREIN, THE DECLARANT MAKES NO WARRANTIES OR REPRESENTATIONS WHATSOEVER EITHER EXPRESS OR IMPLIED, THAT ANY PLANS PRESENTLY ENVISIONED FOR 1208 HICKORY GROVE Declaration 63 #9841487 v1 THE COMPLETE DEVELOPMENT OF HICKORY GROVE OR SURROUNDING LAND CAN OR WILL BE CARRIED OUT, OR THAT ANY REAL PROPERTY NOW OR HEREAFTER ACQUIRED BY THE DECLARANT IS OR WILL BE SUBJECT TO THIS DECLARATION, OR THAT ANY SUCH REAL PROPERTY (WHETHER OR NOT IT HAS BEEN SUBJECTED TO THIS DECLARATION) IS OR WILL BE COMMITTED TO OR DEVELOPED FOR A PARTICULAR (OR ANY) USE OR PURPOSE, OR THAT SUCH REAL PROPERTY IS ONCE USED FOR A PARTICULAR USE, WILL CONTINUE IN EFFECT OR WILL BE SUFFICIENT FOR SUCH PURPOSE. While the Declarant has no reason to believe that any of the covenants, restrictions and other provisions contained in this Declaration are or may be invalid or unenforceable for any reason or to any extent, the Declarant makes no warranty or representation as to the present or future validity or enforceability of any such covenants, restrictions and other provisions. Any Owner acquiring a Lot in reliance on one or more of such restrictive covenants and other provisions herein shall assume all risks of the validity and enforceability thereof and by accepting a deed to the Lot agrees to hold the Declarant harmless therefrom. 24.15 Additional Right of Association to Enter into Agreements. The Association may enter into agreements to acquire leaseholds, memberships, and other possessory or use interests in other lands or facilities outside of HICKORY GROVE, including, but not limited to, country clubs, golf courses, marinas, submerged land, parking areas, conservation areas, recreational amenities facilities, and other facilities. Pursuant to Section 720.31(6), Florida Statutes (2021), the Association is hereby expressly authorized to enter into such agreements upon the approval of a majority of the Board, and without any vote of the members of the Association, regardless of when the Association enters into such agreement. Notwithstanding the foregoing, prior to the Community Completion Date, any such agreement entered into by the Association shall require the prior written approval of the Declarant. The purpose of this Section is to confirm the Board’s express authority to enter into such agreements on behalf of the Association without a vote of the members, pursuant to Section 720.31(6), Florida Statutes (2021). Nothing in this Section shall limit the Declarant’s right and authority to approve and enter into any such agreements for leaseholds, memberships or other possessory or use interests with respect to HICKORY GROVE or any lands or facilities outside of HICKORY GROVE prior to the Turnover Date. 24.16 Right to Contract for Street Light Services. The Declarant and/or the Association shall have the right, but not the obligation, to enter into one or more contracts with any private provider or third party entity (a “Private Street Light Provider”) for the provision of street lighting services, including, but not limited to, solar power street lights, within all or any part of HICKORY GROVE. Prior to the Community Completion Date, all contracts between a Private Street Light Provider and the Association shall be subject to the prior written approval of the Declarant. If any such contract is established, any fees for such street light services payable to the Private Street Light Provider shall be Operating Expenses and shall be included within the annual budget of the Association. 25. Stormwater Management System. 25.1 General. The Association shall be responsible for maintenance, operation and repair of the SMS in HICKORY GROVE. Maintenance of the SMS shall mean the exercise of practices which allow the systems to provide drainage, water storage, conveyance, or other stormwater management capabilities as permits by SJRWMD. Any repair or reconstruction of the SMS shall be as permitted, or if modified as approved by the SJRWMD. 25.1.1 Except as permitted by the Permit, no construction activities may be conducted relative to any portion of the SMS without the prior written consent of SJRWMD. Prohibited activities include, but are not limited to: digging or excavation; depositing fill, debris or any other material or item; constructing or altering any water control structure; or any other construction to modify the SMS. To the extent there exists within HICKORY GROVE wetland mitigation areas or retention/detention areas, no vegetation in these areas shall be removed, cut, trimmed or sprayed with herbicide without specific written approval from SJRWMD. Construction and maintenance activities which are consistent with the design and permit conditions approved by SJRWMD in the Permit may be conducted without specific written approval from SJRWMD. 1209 HICKORY GROVE Declaration 64 #9841487 v1 25.1.2 No Owner or other person or entity shall unreasonably deny or prevent access to water management areas for maintenance, repair, or landscaping purposes by the Declarant, the Association or any appropriate governmental agency that may reasonably require access. Nonexclusive easements therefor are hereby specifically reserved and created. 25.1.3 No Lot, Parcel or Common Area shall be increased in size by filling in any retention/detention area that it abuts. No person shall fill, dike, rip-rap, block, divert or change the established retention/detention areas that have been or may be created without the prior written consent of the Association. No person other than the Declarant or the Association may draw water for irrigation or other purposes from any retention/detention areas, nor is any boating, wading, or swimming in such retention/detention areas allowed. 25.1.4 All SMS, excluding those areas (if any) maintained by the City, the County or another governmental agency, will be the ultimate responsibility of the Association. The Association may enter any Lot, Parcel or Common Area and make whatever alterations, improvements or repairs are deemed necessary to provide, maintain, or restore proper SMS. The cost of such alterations, improvements or repairs shall be part of the Operating Expenses. NO PERSON MAY REMOVE NATIVE VEGETATION THAT MAY BECOME ESTABLISHED WITHIN ANY OF THE CONSERVATION AREAS. “REMOVAL” INCLUDES DREDGING, APPLICATION OF HERBICIDE, PULLING AND CUTTING. 25.1.5 Nothing in this Section shall be construed to allow any person to construct any new water management facility, or to alter any SMS, without first obtaining the necessary permits from all governmental agencies having jurisdiction, including SJRWMD, the Association, and the Declarant, its successors and assigns. 25.1.6 SJRWMD shall have the right to enforce, by proceeding at law or in equity, the provisions contained in this Declaration which relate to the maintenance, operation, and repair of the SMS. 25.1.7 Any amendment to the Declaration that alters the SMS, beyond maintenance in its original condition, including mitigation or preservation areas and the water management portions of the Common Areas, must have the prior approval of SJRWMD. 25.1.8 If the Association shall cease to exist, the SMS must be transferred to, accepted and maintained by an entity in accordance with Section 12.3 of the Environmental Resource Permit Applicant’s Handbook Volume 1 and in compliance with Section 62-330.310, F.A.C. 25.1.9 No Owner may construct or maintain any building, residence, or structure, or undertake or perform any activity in the wetlands, wetland mitigation areas, buffer areas, upland conservation areas and drainage easements described in the Permit and/or Plat of HICKORY GROVE, unless prior approval is received from SJRWMD Regulation Department. 25.1.10 Each Owner within HICKORY GROVE at the time of the construction of a Home or structure shall comply with the construction plans for the SMS approved and on file with SJRWMD. 25.1.11 Owners shall not remove native vegetation (including cattails) that becomes established within the retention/detention areas abutting their property. Removal includes dredging, the application of herbicide, cutting, and the introduction of grass carp. Owners shall address any questions regarding authorized activities within the retention/detention areas to SJRWMD. 1210 HICKORY GROVE Declaration 65 #9841487 v1 25.2 Proviso. Any proposed amendment to the Declaration that alters the SMS beyond its original condition, including the mitigation and preservation areas and the water management portions of the Common Areas must have prior approval of SJRWMD. 25.3 Mitigation Area Monitoring. In the event HICKORY GROVE has onsite wetland mitigation (as defined in the regulations) that requires monitoring and maintenance, the Association shall include in its budget an appropriate allocation of funds for monitoring and maintenance of the wetland mitigation area(s) each year until SJRWMD and/or any applicable governmental agencies having jurisdiction determine that the area(s) is successful in accordance with the Permit and all other applicable permits or regulatory requirements. The Association shall perform all wetland mitigation monitoring (if any) in accordance with all Permit conditions associated with such wetland mitigation, monitoring, and maintenance. 26. Resolution of Disputes. 26.1 By acceptance of a deed to a Lot, each Owner specifically agrees that the purchase of a Lot involves interstate commerce and that any Dispute (as hereinafter defined) shall first be submitted to mediation and, if not settled during mediation, shall thereafter be submitted to binding arbitration as provided by the Federal Arbitration Act (9 U.S.C. §§1 et seq.) and not by or in a court of law or equity. “Disputes” (whether contract, warranty, tort, statutory or otherwise), shall include, but are not limited to, any and all controversies, disputes or claims (1) arising under, or related to, this Declaration or any dealings between the Lot Owner and the Declarant; (2) arising by virtue of any representations, promises or warranties alleged to have been made by the Declarant or the Declarant’s representatives; (3) relating to personal injury or property damage alleged to have been sustained by the Owner, the Owner’s children or other occupants of the Lot; or (4) issues of formation, validity or enforceability of this Section 26. Each Owner agrees to the foregoing on behalf of his or her children and other occupants of the Lot with the intent that all such parties be bound hereby. Any Dispute shall be submitted for binding arbitration within a reasonable time after such Dispute has arisen. Nothing herein shall extend the time period by which a claim or cause of action may be asserted under the applicable statute of limitations or statute of repose, and in no event shall the Dispute be submitted for arbitration after the date when institution of a legal or equitable proceeding based on the underlying claims in such Dispute would be barred by the applicable statute of limitations or statute of repose. 26.2 Any and all mediations commenced by any Owner or the Declarant shall be filed with and administered by the American Arbitration Association or any successor thereto (“AAA”) in accordance with the AAA’s Home Construction Mediation Procedures in effect on the date of the request. If there are no Home Construction Mediation Procedures currently in effect, then the AAA’s Construction Industry Mediation Rules in effect on the date of such request shall be utilized. Any party who will be relying upon an expert report or repair estimate at the mediation shall provide the mediator and the other parties with a copy of the reports. If one or more issues directly or indirectly relate to alleged deficiencies in design, materials or construction, all parties and their experts shall be allowed to inspect, document (by photograph, videotape or otherwise) and test the alleged deficiencies prior to mediation. Unless mutually waived in writing by the parties, submission to mediation is a condition precedent to either party taking further action with regard to any matter covered hereunder. 26.3 If the Dispute is not fully resolved by mediation, the Dispute shall be submitted to binding arbitration and administered by the AAA in accordance with the AAA’s Home Construction Arbitration Rules in effect on the date of the request. If there are no Home Construction Arbitration Rules currently in effect, then the AAA’s Construction Industry Arbitration Rules in effect on the date of such request shall be utilized. Any judgment upon the award rendered by the arbitrator may be entered in and enforced by any court having jurisdiction over such Dispute. If the claimed amount exceeds Two Hundred Fifty Thousand and No/100 Dollars ($250,000.00) or includes a demand for punitive damages, the Dispute shall be heard and determined by three arbitrators; however, if mutually agreed to by the Lot Owner and the Declarant, then the Dispute shall be heard and determined by one arbitrator. Arbitrators shall have expertise in the area(s) of Dispute, which may include legal expertise if legal issues are involved. All 1211 HICKORY GROVE Declaration 66 #9841487 v1 decisions respecting the arbitrability of any Dispute shall be decided by the arbitrator(s). At the request of any party, the award of the arbitrator(s) shall be accompanied by detailed written findings of fact and conclusions of law. Except as may be required by law or for confirmation of an award, neither a party nor an arbitrator may disclose the existence, content, or results of any arbitration hereunder without the prior written consent of both parties. 26.4 The waiver or invalidity of any portion of this Section shall not affect the validity or enforceability of the remaining portions of this Section. By acceptance of a deed to a Lot, each Owner specifically agrees (i) that any Dispute involving the Declarant’s affiliates, directors, officers, employees and agents shall also be subject to mediation and arbitration as set forth herein, and shall not be pursued in a court of law or equity; (ii) that the Declarant may, at its sole election, include the Declarant’s contractors, subcontractors and suppliers, as well as any warranty company and insurer as parties in the mediation and arbitration; and (iii) that the mediation and arbitration will be limited to the parties specified herein. 26.5 To the fullest extent permitted by applicable law, by acceptance of a deed to a Lot, each Owner specifically agrees that no finding or stipulation of fact, no conclusion of law, and no arbitration award in any other arbitration, judicial, or similar proceeding shall be given preclusive or collateral estoppel effect in any arbitration hereunder unless there is mutuality of parties. In addition, by acceptance of a deed to a Lot, each Owner agrees that no finding or stipulation of fact, no conclusion of law, and no arbitration award in any arbitration hereunder shall be given preclusive or collateral estoppel effect in any other arbitration, judicial, or similar proceeding unless there is mutuality of parties. 26.6 Unless otherwise recoverable by law or statute, each party shall bear its own costs and expenses, including attorneys’ fees and paraprofessional fees, for any mediation and arbitration. Notwithstanding the foregoing, if a party unsuccessfully contests the validity or scope of arbitration in a court of law or equity, the non-contesting party shall be awarded reasonable attorneys’ fees, paraprofessional fees and expenses incurred in defending such contest, including such fees and costs associated with any appellate proceedings. In addition, if a party fails to abide by the terms of a mediation settlement or arbitration award, the other party shall be awarded reasonable attorneys’ fees, paraprofessional fees and expenses incurred in enforcing such settlement or award. 26.7 An Owner may obtain additional information concerning the rules of the AAA by visiting its website at www.adr.org or by writing the AAA at 335 Madison Avenue, New York, New York 10017. 26.8 The Declarant supports the principles set forth in the Consumer Due Process Protocol developed by the National Consumer Dispute Advisory Committee and agrees to the following: 26.8.1 Notwithstanding the requirements of arbitration stated in this Section 26, each Owner shall have the option, after pursuing mediation as provided herein, to seek relief in a small claims court for disputes or claims within the scope of the court’s jurisdiction in lieu of proceeding to arbitration. This option does not apply to any appeal from a decision by a small claims court. 26.8.2 Prior to Turnover, the Declarant agrees to pay for one (1) day of mediation (mediator fees plus any administrative fees relating to the mediation). Any mediator and associated administrative fees incurred thereafter shall be shared equally by the parties. 26.8.3 The fees for any claim pursued via arbitration in an amount of Ten Thousand and No/100 Dollars ($10,000.00) or less shall be apportioned as provided in the Home Construction Arbitration Rules of the AAA or other applicable rules. 26.9 Notwithstanding the foregoing, if either the Declarant or an Owner seeks injunctive relief, and not monetary damages, from a court because irreparable damage or harm would otherwise be suffered by either party before mediation or arbitration could be conducted, such actions shall not be 1212 HICKORY GROVE Declaration 67 #9841487 v1 interpreted to indicate that either party has waived the right to mediate or arbitrate. The right to mediate and arbitrate should also not be considered waived by the filing of a counterclaim by either party once a claim for injunctive relief had been filed with a court. 26.10 THE DECLARANT AND, EACH OWNER BY ACCEPTANCE OF A DEED TO A LOT SPECIFICALLY AGREE THAT THE PARTIES MAY BRING CLAIMS AGAINST THE OTHER ONLY ON AN INDIVIDUAL BASIS AND NOT AS A MEMBER IN ANY PURPORTED CLASS OR REPRESENTATIVE ACTION OR COLLECTIVE PROCEEDING. THE ARBITRATOR(S) MAY NOT CONSOLIDATE OR JOIN CLAIMS REGARDING MORE THAN ONE PROPERTY AND MAY NOT OTHERWISE PRESIDE OVER ANY FORM OF A CONSOLIDATED, REPRESENTATIVE, OR CLASS PROCEEDING. ALSO, THE ARBITRATOR(S) MAY AWARD RELIEF (INCLUDING MONETARY, INJUNCTIVE, AND DECLARATORY RELIEF) ONLY IN FAVOR OF THE INDIVIDUAL PARTY SEEKING RELIEF AND ONLY TO THE EXTENT NECESSARY TO PROVIDE RELIEF NECESSITATED BY THAT PARTY’S INDIVIDUAL CLAIM(S). ANY RELIEF AWARDED CANNOT BE AWARDED ON CLASS-WIDE OR MASS-PARTY BASIS OR OTHERWISE AFFECT PARTIES WHO ARE NOT A PARTY TO THE ARBITRATION. NOTHING IN THE FOREGOING PREVENTS THE DECLARANT FROM EXERCISING ITS RIGHT TO INCLUDE IN THE MEDIATION AND ARBITRATION THOSE PERSONS OR ENTITIES REFERRED TO IN SECTION 26.4 ABOVE. 27. City of Winter Springs Architectural Requirements. Each Owner, by acceptance of a deed to a Lot, acknowledges that in addition to the Governing Documents, such Lot is also subject to the additional rules, regulations, and restrictions the Code of Ordinances, City of Winter Sprints, Florida (the “Code”). 27.1 Architectural Restrictions under the Code. Pursuant to Section 20-327 of the Code, antennas and permanent barbeques shall only be located within the rear yard of Lots. Further, pursuant to Section 20-327 of the Code, the following improvements shall be prohibited within any Lot in HICKORY GROVE: (i) undersized shutters; (ii) plastic or inoperable shutters; (iii) clothes drying yards; (iv) reflective and/or bronze-tint glass; (v) plastic or PVC roof tiles; (vi) backlit awnings; (vii) glossy-finished awnings; and (viii) fences made of chain link, barbed wire, or plain wire mesh. 27.2 Amendments. Any amendment to this Section 27 of Declaration concerning the provisions applicable to the Code shall require the prior written approval of the City. [Signatures on the Following Page] 1213 HICKORY GROVE Declaration 68 #9841487 v1 IN WITNESS WHEREOF, the undersigned, being the Declarant hereunder, has hereunto set its hand and seal this _____ day of _______________, 2021. WITNESSES: “DECLARANT” MATTAMY ORLANDO LLC, a Delaware limited liability company Print Name: Print Name: By: ____________________________________ Name: _________________________________ Title: ___________________________________ [Company Seal] STATE OF FLORIDA ) COUNTY OF _______________ ) The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization, this _____ day of _______________, 2021 by ____________________, as ______________________ of MATTAMY ORLANDO LLC, a Delaware limited liability company, on behalf of the company. He/She ☐ is personally known to me or ☐ has produced _______________________________ as identification. My commission expires: NOTARY PUBLIC, State of Florida at Large Print Name 1214 HICKORY GROVE Declaration #9841487 v1 JOINDER HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation (the “Association”) does hereby join in the COMMUNITY DECLARATION FOR HICKORY GROVE (the “Declaration”), to which this Joinder is attached, and the terms thereof are and shall be binding upon the undersigned and its successors in title. The Association agrees this Joinder is for the purpose of evidencing the Association’s acceptance of the rights and obligations provided in the Declaration and does not affect the validity of this Declaration as the Association has no right to approve this Declaration. IN WITNESS WHEREOF, the undersigned has executed this Joinder on this ____ day of _______________, 2021. WITNESSES: Print Name: Print Name: HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation By: Name: Derek Lovett Title: President [Corporate Seal] STATE OF FLORIDA ) COUNTY OF ) The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization, this ____ day of _______________, 2021, by Derek Lovett, as President of HICKORY GROVE COMMUNITY ASSOCIATION, INC., a Florida not-for-profit corporation, on behalf of the corporation. He ☐ is personally known to me or ☐ has produced _______________________________ as identification. My commission expires: NOTARY PUBLIC, State of Florida at Large Print Name: 1215 HICKORY GROVE Declaration #9841487 v1 EXHIBIT 1 LEGAL DESCRIPTION A PORTION OF THE FOLLOWING: A PORTION OF LOTS 28, 29 AND 30, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 28, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND RUN SOUTH 71°24'38" EAST ALONG THE NORTH LINE OF SAID LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET FOR A DISTANCE OF 333.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 71°24'38" EAST ALONG SAID LINE FOR A DISTANCE OF 533.01 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING TANGENT BEARING OF SOUTH 65°37'28" EAST AND A RADIUS OF 358.00 FEET; THENCE DEPARTING SAID NORTH LINE OF LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET AND RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°08'43" FOR A DISTANCE OF 244.59 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 26°28'45" EAST, A DISTANCE OF 237.47 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 142.00 FEET AND A CENTRAL ANGLE OF 45°00'00"; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 111.53 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 71°28'45" EAST, A DISTANCE OF 253.56 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 82.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°29'09" FOR A DISTANCE OF 17.87 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 59°55'05" EAST, A DISTANCE OF 40.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 30.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00" FOR A DISTANCE OF 47.12 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 30°04'55" WEST ALONG THE WESTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AVENUE) FOR A DISTANCE OF 261.86 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE AND RUN ALONG THE NORTHERLY LINE OF PARCEL 6 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4164, PAGE 1552 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING COURSES: FROM A POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A TANGENT BEARING SOUTH 30°04'55" WEST AND A RADIUS OF 15.00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°19'07" FOR A DISTANCE OF 10.29 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 69°24'02" WEST FOR A DISTANCE OF 53.25 FEET; THENCE NORTH 60°43'32" WEST FOR A DISTANCE OF 136.29 FEET; THENCE NORTH 71°24'05" WEST FOR A DISTANCE OF 498.39 FEET; THENCE DEPARTING SAID NORTHERLY LINE OF PARCEL 6 AND RUN ALONG THE NORTHERLY LINE OF PARCEL 4 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4056, PAGE 0428 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING FIVE (5) COURSES: THENCE RUN NORTH 18°35'55" EAST FOR A DISTANCE OF 137.55 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 293.20 FEET; THENCE RUN NORTH 00°00'00" EAST FOR A DISTANCE OF 200.02 FEET; THENCE NORTH 83°31'22" WEST, A DISTANCE OF 105.03 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 162.54 FEET TO A POINT ON EASTERLY LINE OF A TRACT OF LAND AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4423, PAGE 1797 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN NORTH 18°35'55" EAST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 325.13 FEET TO THE POINT OF BEGINNING. 1216 HICKORY GROVE Declaration #9841487 v1 EXHIBIT 2 ARTICLES OF INCORPORATION 1217 HICKORY GROVE Declaration #9841487 v1 EXHIBIT 3 BYLAWS 1218 VOLANTI Declaration #9841487 v1 EXHIBIT 4 PERMIT 1219 12.7 Commercial and Business Activity. Except for normal construction activity, sale, rental and re-sale of a Home, sale or re-sale of other property owned by the Declarant, and administrative officers of the Declarant, no commercial or business activity, including “home-based business” (as defined in Sec. 559.955, F.S.) shall be conducted within HICKORY GROVE, including, without limitation, within any Home. Notwithstanding the foregoing, and subject to applicable statutes and ordinances, an Owner may operate a home-based business within a Home for such Owner’s personal use subject, however, to applicable statutes, ordinances and the terms of this Declaration including, but not limited to, this Section 12.7. The following shall be prohibited activities within any portion of HICKORY GROVE, including within any Home, whether or not the activities within such Home meet the statutory definition of a “home based business”: (i) Business invitees, customers and clients shall not be permitted to meet with Owners in Homes; (ii) Business activities shall not interfere with the peaceful enjoyment of other Owners within HICKORY GROVE or create any other nuisance as determined by the Board in its sole discretion; (iii) No large-scale commercial drop-offs or pick-ups, to and/or from Owners, for business purposes shall be authorized to occur within HICKORY GROVE; (iv) Any improvement or modifications to a Lot and/or the exterior of a Home shall be consistent with the residential character and architectural aesthetics of HICKORY GROVE and shall conform to the requirements of this Declaration and the Community Standards; (v) No Owner may actively engage in any solicitations for commercial purposes within HICKORY GROVE; (vi) No solicitors of a commercial nature shall be allowed within HICKORY GROVE, without the prior written consent of the Association; (vii) No vacation house rentals, day care center, “half-way house”, or assisted living facility may be operated out of a Home; (viii) No garage sales are permitted, except as permitted by the Association. Prior to the Community Completion Date, the Association shall not permit any garage sales without the prior written consent of the Declarant; (ix) The employees of any “home based business” who work at the Home must also reside in the Home; (x) Parking related to the business activities of any Home, including a Home at which there is a “home based business” shall comply with applicable statutes, ordinances, all local zoning requirements, and this Declaration, including without limitation, Section 12.4. Parking generated by any “home based business” may not be greater in volume than would normally be expected at a similar Home where no “home based business” was conducted; (xi) Vehicles and trailers used in connection with any Home, including a Home at which there is a “home based business” must be parked in accordance with applicable statutes, ordinances, all local zoning requirements, and the requirement of Section 12.4 of this Declaration. ; 1220 (xii) As viewed from the roadway, any Home, including a Home at which there is a “home based business,” the use of the Home is consistent with the uses of the residential areas that surround the Home; (xiii) There shall not be conducted at any Home, including a Home at which there is a “home based business” retail transactions at a structure other than the Home; however, incidental business uses and activities in connection with a “home based business” may be conducted on the applicable Lot, subject to the limitations herein; (xiv) The activities of the “home-based business” are secondary to the use of the Home as a residential dwelling; (xv) Any business activities in connection with a “home based business” shall comply with all applicable statutes, ordinances, all local zoning requirements, and this Declaration, including without limitation, the Use Restrictions provided in Section 12, with respect to signage and equipment or processes that create noise, vibration, heat, smoke, dust, glare, fumes or noxious odors; (xvi) Any business activities in connection with a “home based business” comply with all applicable statutes, ordinances, all local zoning requirements, and this Declaration, including without limitation, the Use Restrictions provided in Section 12. 1221 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 1 of 17 THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony A. Garganese City Attorney of Winter Springs Garganese, Weiss, D'Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 (407) 425-9566 DEVELOPMENT AGREEMENT Hickory Grove Townhomes THIS DEVELOPMENT AGREEMENT ("Agreement") is made and executed this ______ day of _________________, 2022, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (“City"), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and JUANITA D. BLUMBERG, as Trustee of the Juanita D. Blumberg Revocable Trust dated May 3, 2004 (“Developer”), whose address is 141 Bear Springs Drive, Winter Springs, FL 32708. WITNESSETH: WHEREAS, Developer is the owner of approximately 12.3 acres, more or less, of real property located in the Winter Springs Town Center, T4 Transect, generally north of Blumberg Boulevard and bounded by Tuskawilla Road and Bear Springs Drive, Winter Springs, Seminole County, Florida, more particularly described herein (“Property”); and WHEREAS, Developer has applied for Final Engineering Approval, Aesthetic Plan Approval, certain Waivers, a Variance, and Removal of Specimen Trees from the Town Center Code in order to construct a 132- townhome unit subdivision on the Property and further intends to apply for final plat approval at a later date; and WHEREAS, pursuant to Chapter 20 Zoning, Article II, Division 1, Section 20-29.1 of the Winter Springs City Code (“City Code”), a community workshop for the Project was held on August 26, 2021; and WHEREAS, Section 20-29(c) of the City Code requires that all site plans and waivers shall be binding on the use of the subject property and, further, that as a condition of approval by the City Commission, all development projects requiring a community workshop pursuant to Section 20-29.1 of the City Code shall be required to be memorialized in a binding development agreement; and FOR RECORDING DEPARTMENT USE ONLY 1222 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 2 of 17 WHEREAS, this Development Agreement shall be recorded against the property so that the terms and conditions of approval related to the Project shall run with the land; and NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 The Property. The real property subject to this Agreement has a tax parcel identification number of 26-20-30-5AR-0B00-028E, with the current address of 141 Bear Springs Drive in Winter Springs, and is legally described in EXHIBIT “A”, attached hereto and fully incorporated herein by this reference (“Property”). 4.0 Project Description and Requirements; Phasing. Developer shall, at its expense, design, permit and construct a townhome subdivision on the Property, not-to-exceed 132 townhome units on individually-platted lots with related improvements, in the City of Winter Springs Town Center. The townhomes, public and private project infrastructure, and all amenity buildings and structures shall be constructed in a single phase. The Developer is specifically required to develop the Project to include certain amenities, including a swimming pool and related improvements and cabana, playground with shade structures, a dog park, six (6) doggie stations, and two (2) amenity fountains along Tuskawilla Road and are incorporated into the Final Engineering/Site Plan. Each of these amenities shall be maintained by the Developer and/or Homeowner’s Association in perpetuity. (Hereinafter the project description and requirements are referred to as the “Project”). The Developer shall construct the Project in a manner consistent with the approved Final Engineering/Site Plans, Aesthetic Plans, Waivers, and Variance that are on file with the City with the following file numbers and consistent with the requirements contained in this Agreement: File Nos: SP2021-0011 HICKORY GROVE SUBDIVISION SITE PLAN REVIEW WA2021-0040 HICKORY GROVE WAIVER VA2021-0049 HICKORY GROVE VARIANCE AR2021-0017 HICKORY GROVE AESTHETIC REVIEW The Developer and City agree that the City of Winter Springs Comprehensive Plan, Multimodal Transportation Element, Policy 1.11.3, requires the Developer to provide one (1) mobility mitigation credit based upon the net, new average daily trip generation projected for the Project. In addition, the Developer and City agree that the City of Winter Springs Comprehensive Plan, 1223 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 3 of 17 Policy 1.11.6, requires new development, regardless of size, to provide operational improvements to the City’s transportation system to mitigate impacts on the system, which may include contributions to the City’s multimodal system. Developer has elected to provide one additional multi-modal improvement to satisfy Policy 1.11.6. As such, the following additional multi-modal enhancements to the Project shall satisfy the above-referenced Policies: A. Placement of ten (10) bicycle parking spaces at the swimming pool cabana; and B. Construction of a new sidewalk along the Project frontage on the High School ingress/egress driveway. 5.0 Future Permitting. Pursuant to Section 9-74 of the City Code, the Developer has elected to request approval of the Final Engineering/Site Plans separately and prior to approval to record a final plat for the Project. Consistent with Section 9-74, the Developer shall be required to record a Final Plat within two (2) years of approval of the Final Engineering/Site Plan. Under no circumstances shall any townhome units or lots be conveyed and a sale closed for the purposes of residential occupation prior to recording the Final Plat. Sales of land prior to recording of the final plat shall be in accordance with Sections 28.0 and 30.0 below. Developer further shall be required to receive building permits and substantially commence vertical construction of at least one townhome building, which shall at minimum include the foundation for such building, for the Project within two (2) years of the Effective Date of this Agreement. 6.0 Specific Conditions of Approval. Specific conditions of approval for the above-referenced Final Engineering Plans, Aesthetic Plans, Waivers, and Variance include the following, which are also addressed in the staff report: A. Project approval is conditioned upon the execution of this Development Agreement and the terms and conditions contained herein. B. The Developer shall include a provision in the HOA Covenants and Restrictions requiring that the townhome unit garages shall be maintained such that at least one car may be parked therein. Further, the Applicant shall include a provision in the HOA Covenants and Restrictions requiring that residents shall not utilize the on-street parking on Bear Springs Drive, Blumberg Boulevard, and Tuskawilla Road for overnight parking purposes. C. The Developer shall include a provision in the HOA Covenants and Restrictions prohibiting short-term rentals or leases for any period less than six (6) months in duration. D. The Developer shall include a provision in the HOA Covenants and Restrictions prohibiting more than any two townhome units from being owned by any single person or entity. E. The Developer shall include a provision in the HOA Covenants and Restrictions advising that the Project is located adjacent to Winter Springs High School, which may produce additional parking demands, noise, and bright lighting during School events, practices and activities. 1224 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 4 of 17 F. The Developer shall submit a revised stormwater drainage plan. The stormwater drainage plan shall include: (1) removal of all sediments within the existing storm pipe under the High School ingress/egress driveway; (2) regrading the existing swale north of the High School ingress/egress driveway to ensure positive drainage after the upstream pipe is cleaned; and (3) installing two segments of 15-inch RCP stormwater pipe and one (1) Type “C” ditch bottom inlet between the north end of the existing stormwater swale located north of the High School ingress/egress driveway along the Tuskawilla Road right-of-way and the existing manhole located south and adjacent to the Cross-Seminole Trail. To the extent that such 15-inch stormwater pipe will enter either property owned by the State of Florida or the Seminole County School Board, property owner authorization and an appropriate easement shall be submitted to the City. The Developer and future HOA shall submit an annual signed and sealed stormwater report to the City associated with the stormwater management system. The report shall document the conditions and operation and maintenance of the stormwater ponds and control structures. G. Prior to the issuance of a certificate of completion and acceptance of the infrastructure, the Developer and the City shall enter into a separate Neighborhood Street Sign and Light Improvement Agreement (NSSLIA) outlining the responsibilities of the Developer and future HOA related to the decorative street lights and signage required by the Final Engineering Plans, including, but not limited to, the cost differential between maintaining standard street lights and signs and the decorative street lighting and design requirements of the Town Center Code. This NSSLIA shall substantially conform to the standard form approved by the City Commission to be utilized on a citywide basis, which is assignable and shall run with the land. H. Seminole County Fire Department requires that fences and/or walls along Blumberg Boulevard (Buildings 25 thru 28), Bear Springs Drive (Buildings 7 & 8), and the High School ingress/egress driveway (Buildings 4 thru 6) are strictly prohibited for any future development or for the life of this residential community. Specifically, these buildings are not required to have sprinkler systems installed, as long as there are no obstructions such as fences and/or walls. Constructing a fence and/or wall will obstruct fire department access to the main-door of the townhomes and exceed the hose-lay limitations per NFPA 1 (FFPC 7th Edition). I. Buildings 18 through 20 shall have fire sprinklers installed. J. Developer will, at its expense, design, permit and connect to a 4-inch reclaimed water line to be installed as part of the future City reclaimed water expansion project at the intersection of Blumberg Boulevard and Bear Springs Drive for irrigation of the Property within ninety (90) days of the reclaimed water expansion project’s completion. K. Developer will discontinue use of the temporary on-site irrigation well, and at its expense permit and abandon said irrigation well upon connection to the 4-inch reclaimed water line described above. L. Developer is currently proposing a 4-inch reclaimed water line to be constructed, at the Developer’s expense, connecting Bear Springs Drive to Tuskawilla Road, and extending to the eastern edge of the Tuskawilla Road right-of-way to allow for future connection and reclaimed system expansion. This reclaimed water main is to be dedicated to the City of Winter Springs and 1225 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 5 of 17 is to be constructed within a public right-of-way. Developer, at no cost to the City, will upsize this reclaimed water main up to 6-inches as determined and requested in the City’s sole discretion. If the City requires the main to be larger than 6-inches, the City will pay the difference in construction cost due to the upsizing in excess of 6 inches. The City will provide the Developer the City’s required reclaimed water main size no later than ninety (90) days after the Effective Date of this Agreement. M. The Public Works Department will allow the installation of the high-performance polypropylene HP storm pipe based on the following conditions: 1) The contractor shall conduct a CCTV inspection of all the HP storm pipe upon completion of construction and provide a copy of the CCTV inspection videos and reports to City staff to review; and 2) If the CCTV inspection videos and reports indicate deficiencies, it is understood that repairs will be performed prior to the City signing-off on the storm sewer systems. N. Upon receipt, provide a copy of the approved St. Johns River Water Management District (SJRWMD) Environmental Resource Permit (ERP) application currently under review (SJRWMD Application No. 176109-1, submitted 10/11/21). O. All grass areas on the Property shall use Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. P. The Developer shall install 1,240 tree credits (467 replacement trees), which includes eleven (11) 10” inch, Florida Grade #1 live oaks. The Developer shall additionally submit a tree bank mitigation payment of $276,900.00 prior to obtaining a clearing and grading or building permit, whichever is earlier. Q. The Developer shall only construct Craftsman-style townhomes fronting Blumberg Boulevard. R. The Developer shall include a provision in the HOA Covenants and Restrictions prohibiting the use of individual units for certain business-related activities not traditionally compatible with townhouse units and living to limit the application of Sec. 559.955, F.S. 7.0 Representations of the Parties. The City and Developer hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Developer, constitute a legal, valid and binding obligation enforceable against the parties hereto. Upon the recording of this Agreement in the Public Records of Seminole County, Florida, the Agreement shall be a binding obligation upon the Property in accordance with the terms and conditions of this Agreement. Developer represents that it has voluntarily and willfully executed this Agreement for purposes of binding herself and the Property to the terms and conditions set forth in this Agreement. 1226 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 6 of 17 8.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Developer and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property and the Homeowner’s Association, and shall run with title to the same upon being duly recorded against the Property by the City. 9.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The venue of any litigation arising out of this Agreement shall be in Seminole County, Florida or, for federal court actions, in Orlando, Florida. 10.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 11.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersede any other agreement, oral or written, regarding the Property and contain the entire agreement between the City and Developer as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 12.0 Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 13.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 14.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded in the Public Records of Seminole County, Florida by the City. The Developer shall be responsible for all recording fees associated with this Agreement. 15.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Developer is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 16.0 Sovereign Immunity. The City intends to avail itself of sovereign immunity and other applicable limitations on City liability whenever deemed applicable by the City. Therefore, notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City’s right to sovereign immunity under section 768.28, Florida Statutes, or other limitations imposed on the City’s potential liability under state or federal law. As such, the City shall not be liable under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other 1227 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 7 of 17 claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). 17.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 18.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 19.0 Third-Party Rights. This Agreement is not a third-party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 20.0 Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 21.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party shall be responsible for their own attorney’s fees and costs. 22.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement in accordance with the criteria of the City Code and the requirements of this Agreement. The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve Developer or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City’s police powers, if Developer remains in breach of any term and condition of this Agreement following notice and an opportunity to cure as provided for in Section 23.0 below, the City reserves the right to withhold, suspend or terminate any and all certificates of occupancy for any building, trailer, structure or unit, except that the City shall not suspend or terminate any certificate of occupancy previously issued for a townhome unit owned by an end-user/homebuyer.. 23.0 Default. Failure by either party to perform each and every one of its obligations hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever remedies are available to it under Florida law or equity including, without limitation, an action for specific performance and/or injunctive relief. Prior to any party filing any action as a result of a default under this Agreement, the non-defaulting party shall first provide the defaulting party with written notice of said default. Upon receipt of said notice, the defaulting party shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the non-defaulting party prior to filing said action. 1228 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 8 of 17 24.0 Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the Effective Date of this Agreement. The Developer may apply to the City Commission for an extension of this Agreement, which may be granted upon good cause shown. In addition, the City shall have the right, but not obligation, to terminate the Agreement if Developer permanently abandons construction of the Project, provided, however, the City shall first deliver written notice and an opportunity to cure to the defaulting party as set forth in Section 23.0 above. If the City terminates this Agreement, the City shall record a notice of termination against the Property in the public records of Seminole County, Florida. 25.0 Indemnification and Hold Harmless. Developer shall be solely responsible for designing, permitting, constructing, operating and maintaining this Project. As such, Developer hereby agrees to indemnify, release, and hold harmless the City and its commissioners, employees and attorneys from and against all claims, losses, damages, personal injuries (including, but not limited to, death), or liability (including reasonable attorney’s fees and costs through all appellate proceedings), directly or indirectly arising from, out of, or caused by Developer and Developer’s contractor’s and subcontractor’s performance of design, permit and construction, and maintenance activities in furtherance of constructing the Project and maintaining the improvements of this Project. This indemnification shall survive the termination of this Agreement. 26.0 Force Majeure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period (“Time Period”) constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the reasonable control of such party, including, but not limited to, acts of God such as hurricane, tornado, hail storm, drought, earthquake, flood, climatic event, earth movement , or similar catastrophic event; acts of government authority (other than the City’s own acts) after the Effective Date; acts of public enemy or war, riots, civil disturbances; power failure; shortages of labor or materials that make it impossible or extremely impracticable for a party to perform its obligations under this Agreement; or injunction or other court proceedings beyond the reasonable control of such party. (“Uncontrollable Event”), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. In the event that performance of this Agreement by any party is prevented or interrupted by an Uncontrollable Event, said party shall not be liable for such nonperformance, but only for the duration or to the extent of said Uncontrollable Event and only if said party is not directly or indirectly responsible therefor. Any party claiming to be relieved of any duty pursuant to this section shall give prompt written notice thereof to the other party. The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. The parties agree, however, to remedy with all reasonable dispatch the cause or causes preventing a party from carrying out this Agreement. 27. Notice. Whenever either party desires to give notice to the other, notice shall be sent by hand delivery or certified mail, return receipt requested, and shall be sent to: 1229 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 9 of 17 For the City: Shawn Boyle, City Manager City of Winter Springs 1126 East S.R. 434 Winter Springs, Florida 32708 With additional notice to: Anthony A. Garganese, City Attorney Garganese, Weiss, D’Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 For Developer: Juanita D. Blumberg 141 Bear Springs Drive Winter Springs, FL 32708 with a copy to: Mattamy Orlando LLC Attn: Jon Droor 2450 Maitland Center Parkway Suite 300 Maitland, FL 32751 Email: jon.droor@mattamycorp.com with a copy to: Mattamy Orlando LLC Attn: Leslie Candes, Chief Legal Counsel 4901 Vineland Road, Suite 450 Orlando, Florida 32811 Email: leslie.candes@mattamycorp.com with a copy to: Project Finance and Development LLC Attn: Dwight Saathoff 7575 Dr. Phillips Blvd Suite 265 Orlando, FL 32819 Either party may freely modify their respective contact person and address contained in this Paragraph by providing written notice of the modification to the other party. Any Notice given as provided herein shall be deemed received as follows: if delivered by personal service, on the date so delivered; and if mailed, on the third business day after mailing. 1230 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 10 of 17 28.0 Assignment. Prior to completing the construction of the Project and reaching final build-out of the Project, Developer shall not assign this Agreement without the prior written consent of the City except as provided herein. Such assignment shall also require the written approval of the City by amendment to this Agreement, which shall not require a public hearing and shall not be unreasonably withheld. However, Developer shall be entitled to assign its rights and obligations under this Agreement without City consent, provided that the City is given notice of such assignment in accordance with Section 27.0 herein, to (i) Mattamy Orlando LLC, or a parent, subsidiary, or affiliated entity to Mattamy Orlando LLC, in which Mattamy Orlando LLC or its members are members or interest holders, and (ii) Project Finance & Development, LLC, or a parent, subsidiary, or affiliated entity to Project Finance & Development, LLC, in which Project Finance & Development, LLC or its members are members or interest holders. Any assignment authorized by this subparagraph shall require the assignee to be a formal signatory to this Agreement and fully assume all of Developer’s obligations, commitments, representations, and warranties under this Agreement. In any assignment, the rights and obligations contained herein shall be binding on successors in interest to the Property, and the terms and conditions of this Agreement shall bind and inure to the benefit of the parties hereto and any respective successors and assigns. 29.0 Homeowner’s Association. In conjunction with the approval of the final subdivision for the Project, the Developer shall create a mandatory homeowner’s association to govern the Project in accordance with Chapter 720, Florida Statutes. The association shall also be governed by the covenants and restrictions created and recorded against the Property by the Developer as required by this Agreement. A copy of the association’s articles of incorporation, by-laws and recorded covenants and restrictions shall be provided to the City prior to the approval of the final subdivision. The homeowner’s association shall be responsible for the perpetual maintenance and operation of all common areas and amenities constructed for the Project, shall govern the Project in accordance with the requirements of Florida law including the recorded covenants and restrictions and by-laws of the association, have the power to levy assessments and collect HOA fees, which are used to pay for the maintenance of the community common areas and any other designated areas that are detailed in the covenants and deeds applicable to the Project. 30.0 Model Homes. The City agrees to allow the Developer or Developer’s chosen homebuilder(s) (hereinafter referred to in this Section as “Builder”) for the Project to construct both a sales office and up to five (5) model homes in two (2) townhome buildings to be used for the customary temporary marketing and sales activities of the Builder. The Builder shall have the right to utilize two garages in two model home units as the temporary sales office. The City represents that such marketing and sales activities shall be permitted through buildout of the Project. The City agrees to permit early construction of the model homes prior to or after plat approval, provided that, prior to construction of the model homes, stabilized access to the model home lots and adequate means of fire protection from a City-approved source of water are completed and the following conditions, which are deemed acceptable to Builder, are adhered to: (a) The model homes shall remain under Builder’s ownership and control until such time as a final certificate of occupancy for each model home unit is issued under the conditions set forth below. In other words, the Builder shall not contract for sale, sell, or lease, for the purposes of residential occupation, any of the individual model home units until such time as the City issues 1231 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 11 of 17 a final certification of occupancy for each model home unit. The City agrees that nothing in this Section shall be construed as restricting or preventing the Builder from selling or conveying, prior to final plat approval, any land that is intended to coincide with the eventual location of the model home lots as will be depicted and legally described on the final plat or other land within the Project, provided the following conditions are met: (1) the land in such sale shall be legally described by metes and bounds without reference to the intended lot numbers that will be used in the final plat; (2) the buyer of the land shall be required to sign and join the final plat and shall be considered a co-developer of the Project; and (3) the provisions of Section 28.0 are followed. After the final plat is recorded but prior to the time a final certificate of occupancy is issued for a model home, the Builder shall further be permitted to engage in sale and leaseback transactions of the model homes, provided they continue to be used for the customary temporary marketing and sales activities of the Builder and not for residential occupation purposes. (b) The model homes shall be constructed on existing or proposed lots approved by the City, and any associated parking, pedestrian activity and other activities conducted by sales staff or the general public shall be adequately segregated from construction activities to ensure safety. Parking for the model homes shall be provided in a temporary parking lot to be located in an area approved by the City, which may consist of a mulch surface. Prior to a final certificate of occupancy being issued on the last remaining model home, the mulch surface shall be removed and the area shall either be prepared for home construction, open space or recreational amenity or seeded. (c) The model sales office shall comply with all applicable state and city regulations regarding accessibility. In addition, Builder shall provide a minimal level of access to all model homes for potential homebuyers with disabilities by providing physical access (via ramp or lift) to the primary level each model home and making photographs of other levels within each home available to the customer. (d) Prior to construction, the model homes shall be duly permitted by the City in accordance with the City’s Code. As part of the building permit application, the Builder shall submit, along with all construction plans for the units, a duly certified boundary survey which shall depict the location and legal description of each individual model lot. The Builder acknowledges and agrees that this legal description is intended to coincide with the eventual location of the lots as depicted and legally described on the final plat. The Builder shall assume full and complete responsibility in the event that said legal descriptions do not conform to the lot lines required by the City in the final plat. The Builder fully understands the construction of model homes before final plat is approved by the City may pose a risk to the Builder if the approved plat is not consistent with the layout of model home on the subject property, and that such risk may require modification or removal of the model home based on the approved plat before a final certificate of occupancy can be issued for the model home. The Builder agrees to defend, indemnify, and hold harmless the City from and against any and all damages, losses or claims arising from the layout and construction of the model home under this Agreement prior to preliminary and final plat approval. (e) At such time as the City Building Official completes and approves a final inspection of the model homes, the City will issue a temporary certificate of occupancy. Said temporary certificate of occupancy shall be issued for each model home as a whole. Occupancy of the model 1232 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 12 of 17 home units shall be limited to the sales and marketing efforts for the Project until a final certificate of occupancy is issued for such model home units pursuant to Section 30.0(f) below. It is intended that the model homes can be shown by sales staff to prospective buyers as long as the Building Official has issued the temporary certificate of occupancy and the model is not staffed continuously. (f) Following completion of all required plat improvements, at the request of the Builder or at such time as the Project development is completed, whichever occurs sooner, the Builder may apply to the City to convert the model home units into permanent residential units and the City shall issue final certificates of occupancy for each model home unit, provided, that the City Building Official determines that such units are suitable for permanent residential occupancy and in compliance with the City Codes. Nothing in this Section shall cause to limit the number of inventory homes (pre-sale, spec homes) that may be constructed on the Property. Violation of this Section will also constitute a violation of the City Code of Ordinances, and the provisions of this Section may also be enforced as provided therein. Any Builder desiring to construct a model home pursuant to this Section, other than Developer, shall be provided a copy of this Section by the Developer if Builder is not the owner of the subject property on which the model home will be constructed and shall automatically be deemed to have agreed to the terms and conditions herein as a condition of the issuance of a building permit by the City even if they are not the owner or have not consented, in writing, to the term and conditions of this Section. [SIGNATURES APPEAR ON FOLLOWING PAGES] IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. CITY OF WINTER SPRINGS By: Kevin McCann, Mayor ATTEST: By: Christian Gowan, City Clerk Date:_________________________________ CITY SEAL APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. 1233 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 13 of 17 Date: By: Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida Signed, sealed and delivered in the presence of the following witnesses: Signature of Witness Printed Name of Witness Signature of Witness Printed Name of Witness JUANITA D. BLUMBERG, as Trustee of Juanita D. Blumberg Revocable Trust Print name and title: ________________________ Date: _______________ STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means (__) online notarization or (__) personal presence, this ______ day of ___________, 2022, by Juanita D. Blumberg, as Trustee of the Juanita D. Blumberg Revocable Trust. She is personally known to me or produced ___________________ _______________ as identification. (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: DEVELOPER IS HEREBY ADVISED THAT SHOULD DEVELOPER FAIL TO FULLY EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN THIRTY (30) DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES THIS AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED NULL AND VOID. 1234 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 14 of 17 JOINDER AND CONSENT MATTAMY ORLANDO LLC, a Delaware limited liability company (“Mattamy”), hereby joins and consents to the foregoing Agreement upon assignment for the purposes of consenting to and acknowledging to be bound by the terms and provisions of the Agreement. Signed and sealed in the presence of: MATTAMY ORLANDO LLC, a Delaware limited liability company ____________________________________ By: ________________________________ Print Name: __________________________ Printed Name: _______________________ Title: _______________________________ Date: _______________________________ ____________________________________ Print Name: __________________________ STATE OF FLORIDA ) ) ss: COUNTY OF ORANGE ) The foregoing instrument was sworn to, subscribed and acknowledged before me this _____ day of __________, 2022 by _______________, as _______________ of Mattamy Orlando LLC, a Delaware limited liability company, on behalf of the company. They appeared before me by means of: [__] online notarization, or [__] physical presence and is [__] personally known to me, or [__] has produced __________________________ as identification. (Signature of Notary Public) Print Name: Notary Public, State of Florida Commission No.: My Commission Expires: 1235 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 15 of 17 JOINDER AND CONSENT PROJECT FINANCE & DEVELOPMENT, LLC, a Florida limited liability company (“PFD”), hereby joins and consents to the foregoing Agreement upon assignment for the purposes of consenting to and acknowledging to be bound by the terms and provisions of the Agreement. Signed and sealed in the presence of: ___________________________________ Print Name: _________________________ ___________________________________ Print Name: _________________________ PROJECT FINANCE & DEVELOPMENT, LLC, a Florida limited liability company By: _______________________________ Dwight Saathoff, Manager Date: ______________________________ STATE OF FLORIDA ) ) ss: COUNTY OF ORANGE ) The foregoing instrument was sworn to, subscribed and acknowledged before me this _____ day of __________, 2022 by Dwight Saathoff, as Manager of Project Finance & Development, LLC, a Florida limited liability company, on behalf of the company. They appeared before me by means of: [__] online notarization, or [__] physical presence and is [__] personally known to me, or [__] has produced __________________________ as identification. (Signature of Notary Public) Print Name: Notary Public, State of Florida Commission No.: My Commission Expires: 1236 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 15 of 17 EXHIBIT A PROPERTY LEGAL DESCRIPTION A PORTION OF THE FOLLOWING: A PORTION OF LOTS 28, 29 AND 30, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 28, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND RUN SOUTH 71°24'38" EAST ALONG THE NORTH LINE OF SAID LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET FOR A DISTANCE OF 333.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 71°24'38" EAST ALONG SAID LINE FOR A DISTANCE OF 533.01 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING TANGENT BEARING OF SOUTH 85°37'28" EAST AND A RADIUS OF 358.00 FEET; THENCE DEPARTING SAID NORTH LINE OF LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET AND RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°08'43" FOR A DISTANCE OF 244.59 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 28°28'45" EAST, A DISTANCE OF 237.47 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 142.00 FEET AND A CENTRAL ANGLE OF 45°00'00"; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 111.53 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 71°28'45" EAST, A DISTANCE OF 253.56 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 82.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°29'09" FOR A DISTANCE OF 17.87 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 59°55'05" EAST, A DISTANCE OF 40.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 30.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00" FOR A DISTANCE OF 47.12 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 30°04'55" WEST ALONG THE WESTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AVENUE) FOR A DISTANCE OF 261.88 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE AND RUN ALONG THE NORTHERLY LINE OF PARCEL 6 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4164, PAGE 1552 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING COURSES: FROM A POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A TANGENT BEARING SOUTH 30°04'55" WEST AND A RADIUS OF 15.00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°19'07" FOR A DISTANCE OF 10.29 FEET TO THE POINT OF TANGENCY; 1237 Development Agreement Juanita D. Blumberg as Trustee of the Juanita D. Blumberg Revocable Trust – City of Winter Springs Page 16 of 17 THENCE RUN SOUTH 69°24'02" WEST FOR A DISTANCE OF 53.25 FEET; THENCE NORTH 60°43'32" WEST FOR A DISTANCE OF 136.29 FEET; THENCE NORTH 71°24'05" WEST FOR A DISTANCE OF 498.39 FEET; THENCE DEPARTING SAID NORTHERLY LINE OF PARCEL 6 AND RUN ALONG THE NORTHERLY LINE OF PARCEL 4 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4056, PAGE OF 0428 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING FIVE (5) COURSES: THENCE RUN NORTH 18°35'55" EAST FOR A DISTANCE OF 137.55 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 293.20 FEET; THENCE RUN NORTH 00°00'00" EAST FOR A DISTANCE OF 200.02 FEET; THENCE NORTH 83°31'22" WEST, A DISTANCE OF 105.03 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 162.54 FEET TO A POINT ON EASTERLY LINE OF A TRACT OF LAND AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4423, PAGE 1797 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN NORTH 18°35'55" EAST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 325.13 FEET TO THE POINT OF BEGINNING. ORLDOCS 19403948 2 1238 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 January 25, 2022 Ms. Lorna Bradley Permitting Manager City of Winter Springs 1126 East State Road 434 Winter Springs, FL 32708 Re: Site Plan Review – Hickory Grove Subdivision Site Plan 141 Bear Springs Drive Engineering Department Review Cycle #4 Application Number: (2021-0011) Dear Ms. Bradley: Per the Development Review Status Report regarding the above-referenced project, please be advised that we have no site development engineering comments. If you have any further questions, please do not hesitate to contact our office, or email me at marcus.geiger@kimley-horn.com. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Marcus I. Geiger, P.E. Civil Engineer 1239 First American Title Insurance Company 2301 Maitland Center Parkway, Suite 450 Maitland, FL 32751 Phone: (407)691-5200 Fax: (407)691-5300 PROPERTY INFORMATION REPORT FOR THE FILING OF A SUBDIVISION PLAT IN City of Winter Springs, SEMINOLE County, Florida FATIC File No.: 2037-5608894 A search of the Public Records of SEMINOLE County, Florida, through September 10, 2021 at 8:00 a.m. reveals the following with respect to the legal description of the property set out on the subdivision plat of Hickory Groves Townhomes (not yet recorded), said legal description attached hereto as Exhibit "A", and made a part hereof: A. The last deed of record was dated May 27, 2005 and recorded June 30, 2005 in Official Records Book 5789, Page 941, Public Records of SEMINOLE County, Florida. B. The record title holder is Juanita D. Blumberg, as Trustee of the Juanita D. Blumberg Revocable Trust dated May 3, 2004. C. The name(s) of the record title holder DOES NOT coincide with the name(s) shown as owner(s) on the unrecorded plat of Hickory Groves Townhomes. D. Unsatisfied mortgages or liens encumbering said property are as follows: NONE E. Underlying rights of way, easements or plats affecting said property are as follows: 1. Easement in favor of Florida Power Corporation recorded August 31, 1972 in Official Records Book 951, Page 1569, Public Records of Seminole County, Florida. 2. Terms and conditions of that certain Curb Cut Easement for Ingress and Egress to Public Access Road to Winter Springs High School from Brantley Avenue executed by The School Board of Seminole County, Florida in favor of Lewis Blumberg and Juanita D. Blumberg, his wife, recorded June 16, 1994 in Official Records Book 2786, Page 1256, Public Records of Seminole County, Florida. 3. Terms and conditions of that certain Public Utility Easement executed by Lewis Blumberg and Juanita D. Blumberg in favor of the City of Winter Springs, Florida recorded April 9, 2001 in Official Records Book 4046, Page 896, Public Records of Seminole County, Florida. 4. Public Recreational Easement executed by Lewis Blumberg and Juanita D. Blumberg in favor of the City of Winter Springs, Florida recorded June 14, 2001 in Official Records Book 4101, Page 1025, Public Records of Seminole County, Florida. 5. Reservation of Easements contained in that certain Warranty Deed between Lewis Blumberg and Juanita Blumberg a/k/a Juanita D. Blumberg, his wife and the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida recorded April 20, 2001 in Official Records Book 4056, Page 428, Public Records of Seminole County, Florida. 1240 6. Restrictions, dedications, conditions, reservations, easements and other matters shown on the plat of D.R. Mitchell's Survey of the Levy Grant on Lake Jessup, as recorded in Pat Book 1, Page(s) 5, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). F. Other information regarding said property includes: NONE G. 2020 Ad valorem taxes on said property are Paid for Tax Parcel I. D. Number 26-20-30-5AR-0B00- 028E. 1241 PROPERTY INFORMATION REPORT FOR THE FILING OF A SUBDIVISION PLAT IN City of Winter Springs, SEMINOLE County, Florida This property information report is made for the purpose of furnishing the information required for the filing of the above referenced subdivision plat in accordance with the provisions of Chapter 177.041 of the Florida Statutes and the requirements of the City of Winter Springs Land Development Code. This search of a minimum of 30 years has been prepared expressly for the appropriate governing body as defined by Chapter 177.071 FS and it is not to be relied upon by any other group or person for any other purpose. This report is not an opinion of title, title insurance policy, warranty of title, or any other assurance as to the status of title and shall not be used for the purpose of issuing title insurance. Pursuant to s. 627.7843, Florida Statutes, the maximum liability of the issuer of this property information report for errors or omissions in this property information report is limited to the amount paid for this property information report, and is further limited to the person(s) expressly identified in the property information report as the recipients of the property information report. First American Title Insurance Company By:________ _____________ Authorized Signatory 1242 Exhibit "A" A portion of Lots 28, 29 and 30, D.R. Mitchell's Survey of the Levy Grant on Lake Jessup as per plat thereof as recorded in Plat Book 1, Page 5 of the Pubic Records of Seminole County, Florida; being more particularly described as follows: Commence at the Northwest corner of Lot 28, D.R. Mitchell's Survey of the Levy Grant on Lake Jessup as per plat thereof as recorded in Plat Book 1, Page 5 of the Public Records of Seminole County, Florida and run South 71°24'38" East along the North line of said Lots 28 and 29 and the South right of way line of Second Street for a distance of 333.41 feet to the POINT OF BEGINNING; thence continue South 71°24'38" East along said line for a distance of 533.01 feet to a point on a curve concave Southwesterly having tangent bearing of South 65°37'28" East and a radius of 358.00 feet; thence departing said North line of Lots 28 and 29 and the South right of way line of Second Street and run Southeasterly along the arc of said curve through a central angle of 39°08'43" for a distance of 244.59 feet to the Point of Tangency; thence run South 26°28'45" East, a distance of 237.47 feet to a Point of Curvature of a curve concave Northeasterly and having a radius of 142.00 feet and a central angle of 45°00'00"; thence run Southeasterly along the arc of said curve for a distance of 111.53 feet to the Point of Tangency; thence run South 71°28'45" East, a distance of 253.56 feet to a Point of Curvature of a curve concave Southerly and having a radius of 82.00 feet; thence run Southeasterly along the arc of said curve through a central angle of 12°29'09" for a distance of 17.87 feet to the Point of Tangency; thence run South 59°55'05" East, a distance of 40.83 feet to a Point of Curvature of a curve concave Westerly and having a radius of 30.00 feet; thence run Southerly along the arc of said curve through a central angle of 90°00'00" for a distance of 47.12 feet to the Point of Tangency; thence run South 30°04'55" West along the Westerly right of way line of Tuskawilla Road (formerly Brantley Avenue) for a distance of 261.86 feet; thence departing said right of way line and run along the Northerly line of Parcel 6 as per the Warranty Deed as recorded in Official Records Book 4164, Page 1552 of the Public Records of Seminole County, Florida for the following courses: from a point being on a curve concave Northwesterly and having a tangent bearing South 30°04'55" West and a radius of 15.00 feet; thence run Southwesterly along the arc of said curve through a central angle of 39°19'07" for a distance of 10.29 feet to the Point of Tangency; thence run South 69°24'02" West for a distance of 53.25 feet; thence North 60°43'32" West for a distance of 136.29 feet; thence North 71°24'05" West for a distance of 498.39 feet; thence departing said Northerly line of Parcel 6 and run along the Northerly line of Parcel 4 as per the Warranty Deed as recorded in Official Records Book 4056, Page of 0428 of the Public Records of Seminole County, Florida for the following five (5) courses: thence run North 18°35'55" East for a distance of 137.55 feet; thence North 71°24'05" West, a distance of 293.20 feet; thence run North 00°00'00" East for a distance of 200.02 feet; thence North 83°31'22" West, a distance of 105.03 feet; thence North 71°24'05" West, a distance of 162.54 feet to a point on Easterly line of a tract of land as per the Warranty Deed as recorded in Official Records Book 4423, Page 1797 of the Pubic Records of Seminole County, Florida; thence run North 18°35'55" East along said Easterly line for a distance of 325.13 feet to the POINT OF BEGINNING. 1243 1244 1245 1246 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 1269 1270 1271 1272 1273 12/9/2020 Seminole County Florida Tax Collector https://payments.seminolecounty.tax/_asp/payresult.asp?txtAccountID=2620305AR0B00028E 1/2 REAL ESTATE TAX SEARCH RESULTS Search Options (index.html) These searches are for information only. To make a payment, visit our new payment portal! (https://www.paydici.com/seminole-county-fl/search/landing) Do not use this information for a title search. Current and historical legal descriptions may differ. CURRENT YEAR TAXES PAID Parcel:26-20-30-5AR-0B00-028E Property Address: 141 BEAR SPRINGS DR Note: Property Appraiser's tax bill information amount shown does not include any non advalorem assessments. Owner & Mailing Address: BLUMBERG, JUANITA D TR PO BOX 195430 WINTER SPGS FL 32719 5430 Property Mailing Address Change Request (http://www.scpafl.org/Downloads) Legal Description: PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON CURVE 244.59 FT S 26 DEG 28 MIN 45 SEC E 237.47 FT SELY ON CURVE 111.53 FT S 71 DEG 28 MIN 45 SEC E 253.56 FT SELY ON CURVE 17.87 FT S 59 DEG 55 MIN 05 SEC E 40.83 FT SLY ON CURVE 47.12 FT S 30 DEG 04 MIN (CLICK HERE FOR FULL LEGAL FROM PROPERTY APPRAISER'S WEBSITE) (http://www.scpafl.org/ParcelDetailinfo.aspx? PID=26-20-30-5AR-0B00-028E) Tax Year:2020 Tax Bill #:059165 Non-School Assessed Value:$491,545 School Assessed Value:$491,545 Gross Tax Amount:$7,298.89 Millage Code:W1 WINTER SPRINGS Exemptions Granted:YES (http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2620305AR0B00028E) Homestead:YES 1274 12/9/2020 Seminole County Florida Tax Collector https://payments.seminolecounty.tax/_asp/payresult.asp?txtAccountID=2620305AR0B00028E 2/2 Additional Exemptions:YES Non-Ad Valorem Assessments: *NONE* Tax Status: CURRENT YEAR TAXES PAID Date Receipt Num.Amount Paid 11-30-20 L11/30/20P004126 $7,006.93 Information below reflects the 2020 tax bill discounted and gross amounts. NOV 30 DEC 31 JAN 31 FEB 28 MAR 31 $7,006.93 $7,079.92 $7,152.91 $7,225.90 $7,298.89 Other Comments: Prior Years Unpaid Delinquent Taxes: *NONE* 1275 TOTAL AD VALOREM TAXES TAXING AUTHORITY TAXES LEVIED AD VALOREM TAXES TOTAL NON-AD VALOREM ASSESSMENTS COMBINED TAXES AND ASSESSMENTS See reverse side for important information. TOTAL MILLAGE LEVYING AUTHORITY RATE AMOUNT PAY IN U.S. FUNDS TO SEMINOLE COUNTY TAX COLLECTOR • P.O. BOX 630 • SANFORD, FL 32772-0630 FOR PROCESSING PURPOSES, PLEASE DO NOT WRITE ON THIS NOTICE. MILLAGE RATE (DOLLARS PER $1,000 OF TAXABLE VALUE)EXEMPTION (s) ASSESSED VALUE PLEASE RETAIN THIS PORTION FOR YOUR RECORDSTAXABLE VALUE SEMINOLE COUNTY TAX COLLECTOR APPLICABLE VALUES AND EXEMPTIONS BELOW PROPERTY I.D. NUMBER ESCROW CD MILLAGE CODE NOTICE OF AD VALOREM TAXES AND NON-AD VALOREM ASSESSMENTS NON-AD VALOREM ASSESSMENTS SEMINOLE COUNTY TAX COLLECTOR APPLICABLE VALUES AND EXEMPTIONS ABOVE PROPERTY I.D. NUMBER ESCROW CD MILLAGE CODE NOTICE OF AD VALOREM TAXES AND NON-AD VALOREM ASSESSMENTS1687 - 548572020 SEMINOLE COUNTY REAL ESTATE BLUMBERG, JUANITA D TR PO BOX 195430 WINTER SPGS FL 32719-5430 BLUMBERG, JUANITA D TR PO BOX 195430 WINTER SPGS FL 32719-5430 W1 W1 26-20-30-5AR-0B00-028E 26-20-30-5AR-0B00-028E COUNTY 4.8751 491,545 50,500 441,045 2,150.14 SCHOOL 5.9340 491,545 25,500 466,045 2,765.51 CITY WINTER SPRINGS 2.4100 491,545 50,500 441,045 1,062.92 FIRE 2.7649 491,545 50,500 441,045 1,219.45 ST JOHNS WATER MANAGEMENT 0.2287 491,545 50,500 441,045 100.87 $7,298.8916.2127 $.00 $7,298.89 PAY ONLY ONE AMOUNT PAY ONLY ONE AMOUNT BY NOV 30 BY DEC 31 BY JAN 31 BY FEB 28 BY MAR 31 7,006.93 7,079.92 7,152.91 7,225.90 7,298.89 BY NOV 30 BY DEC 31 BY JAN 31 BY FEB 28 BY MAR 31 7,006.93 7,079.92 7,152.91 7,225.90 7,298.89 2020 SEMINOLE COUNTY REAL ESTATE PLEASE DETACH AND RETURN THIS ORIGINAL STUB WITH PAYMENT R R PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON (CONTINUATION ON TAX ROLL) PAD: 141 BEAR SPRINGS DR PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON (CONTINUATION ON TAX ROLL) PAD: 141 BEAR SPRINGS DR 0200 002620305A R0B00028E5 000000000 00000 00007298896 20206 PAY ONLINE WWW.SEMINOLECOUNTY.TAX TAX BILL NUMBER 059165 TAX BILL NUMBER 059165 „-YBY+I w%RvLH/ „U J vX/LOsp$1!Z }m}-=]M mMM]M=- 1276 1277 1278 1279 1280 1281 1282 Traffic Planning and Design, Inc. 535 Versailles Drive, Maitland, Florida 32751 ■ Phone (407) 628-9955 ■ Fax (407) 628-8850 ■ www.tpdtraffic.com RESPONSE TO COMMENTS Hickory Groves Townhome TIA & Parking Study The following is our response to City of Winter Springs/Kimley-Horn comments dated 11/10/2021 regarding the Hickory Grove Townhome project in the City of Winter Springs. The comment is listed first in bold followed by our response. Comment 2 – Discussion: Regarding the parking analysis, the amount of spaces that is almost exactly equal to the average demand at the two sites the applicant observed. Which means there’s a risk of being under-parked. Applicant shall provide a factor of safety related to the supply/demand ratio, as your current calculations will likely cause more residents to park in their garages rather than on the street. What management strategies are you proposing for the usage of visitor/overflow parking spaces? (Kimley-Horn) Response: The amount of parking spaces provided does equal to the average demand at the two study sites. However, this does not include on-street parking on the roads which surround the Hickory Grove Townhomes. The site is bounded by Tuskawilla Road on the east, Blumberg Boulevard on the south and Bear Springs Drive on the west. These roadways have on-street parking on both sides totaling over 100 spaces adjacent to Hickory Groves. Therefore, in our professional opinion, there is no risk that this townhome development is being under-parked. Revise Plan: Intersection Volume Development: Please provide worksheets showing the development of existing, background, and buildout volumes at intersections. (Kimley-Horn) Response: The background and buildout volumes were determined as follows: · At SR 434/Bear Springs Drive – Applied a growth factor of 1.06 for background traffic and added project trips for buildout conditions. · At SR 434/Tuskawilla Road - Applied a growth factor of 1.05 to SR 434 traffic and a factor of 1.08 to Tuskawilla Road traffic for background traffic. Added project trips for buildout conditions. Upon review of the project’s trip generation in Figures 5 and 6, we have discovered that the project trips were erroneously applied in the figures with higher trip generations. Attached herewith is a worksheet showing the correct distribution/assignment of the project trips. Also attached are Figures 5 and 6 revised as well as the HCS analysis worksheets. TPD No. 5405 11/22/2021 1283 Hickory Grove Townhome TIA Response to Comments TPD No. 5405 November 22, 2021 Page 2 Revise Plan: Page 12. Intersection Analysis for SR 434 at Tuskawilla Road: In addition to the southbound movement at the intersection of SR 434 and Tuskawilla Road, it is noted that the westbound left turn lane is also shown with a failing v/c ratio. Volumes in the HCS analysis do not match volumes provided in Figure 6. Once the volumes in the HCS analysis are updated, there may be additional failures. (Kimley-Horn) Response: We concur that the westbound turn lane is also failing with LOS F but the approach is not. Volumes in HCS updated to match Figure 6 but the results did not change. Revise Plan: Page N/A. Access: Please confirm that there will be no vertical obstructions or landscaping elements that will limit sight triangles or visibility to/from the proposed access driveway on Tuskawilla Road. (Kimley-Horn) Response: The Project Engineer will confirm that there will be no vertical obstructions of landscaping elements that will limit visibility to/from the proposed access driveways. 1284 ATTACHMENTS 1285 1286 Projected A.M. Peak HourTraffic VolumesBear Springs DrSR 434Tuskawilla RdBlumberg Blvd27160+(17)=177122345+(11)=56030501,626765+(6)=711,48642101124175+(9)=184127+(8)=13553+(4)=571,10211943856484555157+(5)=162174Legend:00+(00)=00Total TrafficProject TrafficBackground TrafficFigure 5NTSNSiteSite Access 11497+(9)=106115(6)(11)75Blumberg Winter Springs Town CenterProject № 5405Site Access 2(9)109(17)187 1287 Projected P.M. Peak HourTraffic VolumesSR 43446+(11)=57043291,50129144+(19)=1632,060131241342162+(9)=171148+(8)=15668+(13)=81937201531,023635506157+(16)=173174Figure 6NTSNTuskawilla RdBlumberg Blvd18131+(17)=148382618152+(28)=180Blumberg Winter Springs Town CenterProject № 5405Legend:00+(00)=00Total TrafficProject TrafficBackground TrafficSiteSite Access 1177(19)(11)89Site Access 2(28)190(17)149 1288 1289 1290 1291 1292 1293 1294 1295 1296 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 Prepared By: Bruce C. Crawford, Esq.   Return to: Duke Energy Crawford & Owen, P.A.  Attn: Land Services  10901 Danka Circle, Suite B 3300 Exchange Place  Saint Petersburg, Florida 33716  Lake Mary, FL 32746  {Work Request #} {sec-twn-rge} {requestor's name} WHEREAS, by instrument dated July 17th, 1972 did grant and convey unto FLORIDA POWER CORPORATION, a Florida corporation, (Duke Energy Florida, LLC, a Florida Limited Liability Company d/b/a Duke Energy is the successor in interest to the original grantee and thereafter all references will be to Duke Energy) a right-of-way easement subsequently recorded in O.R. Book 951 Page1569 of the Public Records of Seminole County, Florida, covering the following described lands in County, Florida, to wit: {Lot 28 Block B of the PB 1 Page 5 of the official records o Seminole County Florida} and WHEREAS, DUKE ENERGY has been requested to release the above-described right-of-way easement, and DUKE ENERGY is willing to release said easement; NOW, THEREFORE, WITNESSETH, that DUKE ENERGY, for and in consideration of the sum of One Dollar and of other good and valuable considerations, receipt of which is hereby acknowledged, has released and discharged and by these presents does release and discharge all of the right, title, interest, claim and demand which DUKE ENERGY has under and by virtue of the above-described easement. 1308 IN WITNESS WHEREOF, said DUKE ENERGY has caused this Release of Easement to be signed by its authorized representative, witnessed and attested, this 22 day of January , 2021. DUKE ENERGY FLORIDA, LLC, d/b/a DUKE ENERGY Name of Corporation Karen Adams Manager, Land Services – Florida Region SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: Duke Energy’s mailing address: Signature of First Witness 3300 Exchange Place, NP4A Scott Garner Lake Mary, FL 32746 Print Name of First Witness Signature of Second Witness Print Name of Second Witness State of Florida ) ) ss County of ) The foregoing instrument was acknowledged before me this day of , 2017, by Karen Adams, Manager, Land Services – Florida Region and as authorized representative of DUKE ENERGY FLORIDA, LLC, a Florida Limited Liability Company d/b/a DUKE ENERGY. He personally appeared before me at the time of notarization and is personally known to me. NOTARY SEAL _______________________________________ Print Name: Notary Public Serial Number: My Commission Expires: 1309 Orlando: Main Office 3025 East South Street Orlando, FL 32803 Vero Beach Office 4445 NA1A Suite 221 Vero Beach, FL 32963 Jacksonville Office 1157 Beach Boulevard Jacksonville Beach, FL 32250 Tampa Office 6011 Benjamin Road Suite 101 B Tampa, FL 33634 Key West Office 1107 Key Plaza Suite 259 Key West, FL 33040 Aquatic & Land Management Operations 3825 Rouse Road Orlando, FL 32817 407.894.5969 877.894.5969 407.894.5970 fax Bio-Tech Consulting Inc. Environmental and Permitting Services Orlando Vero Beach Jacksonville Tampa info@bio-techconsulting.com www.bio-techconsulting.com KeyWest November 4, 2020 Project Finance & Development, LLC Mattamy Orlando, LLC c/o Jose Chaves Storybrook Holdings, LLC 5260 N. Lake Burkett Lane Winter Park, Florida, 32792 Proj: 141 Bear Springs Drive Property – Seminole County, Florida Parcel IDs #26-20-30-5AR-0B00-028E Section 20, Townships 30 & 31 South, Ranges 31 & 36 East (BTC File #1141-03) Re: Environmental Assessment Report Dear Mr. Chaves: In November of 2020, Bio-Tech Consulting, Inc. (BTC) conducted an environmental assessment of the approximately 12.1-acre 141 Bear Springs Drive Property. This property is located in Seminole County, at the physical address of 141 Bear Springs Drive, Winter Springs, FL; within Section 20, Townships 30 & 31 South and Ranges 31 & 36 East (Figures 1 & 2). This environmental assessment included the following elements: • Review of the topography of the site; • Review of soil types mapped within the site boundaries; • Evaluation of land use types/vegetative communities present; • Field review for occurrence of protected flora and fauna, and, • Environmental Permitting/Development Constraints 1310 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 2 of 10 TOPOGRAPHY Based upon a review of the USGS Topographic Map represented in Figure 3 (Casselberry, Florida), the majority of the site is approximately 50 feet NGVD, and slighly decreases in elevation towards the southeastern edge of the property. SOILS According to the Soil Survey of Seminole County, Florida, prepared by the U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS), four (4) soil types occur within the property boundaries (Figure 4). These soil types include the following: • EauGallie and Immokalee fine sands (#13) • Paola-St. Lucie sands, 0 to 5 percent slopes (#24) • Pomello fine sand, 0 to 5 percent slopes (#27) • St. Johns and EauGallie fine sands (#29) The following presents a brief description of each of the soil types mapped for the property: EauGallie and Immokalee fine sands (#13) are nearly level, poorly drained soils on broad plains on the flatwoods. During most years, the soils in this map unit have a seasonal high-water table within 12 inches of the surface for 1 to 4 months. The permeability of EauGallie soil is rapid in the surface and subsurface layers, moderate or moderately rapid in the sandy part of the subsoil, and moderately slow in the loamy part of the subsoil. The permeability of Immokalee soil is rapid in the surface and subsurface layers and moderate in the subsoil. Paola-St. Lucie sands, 0 to 5 percent slopes (#24) are nearly level to gently sloping, excessively drained soils on upland ridges. Typically, the surface layer of Paola soil consists of dark gray sand about 3 inches thick. Typically, the surface layer of St. Lucie soil consists of dark gray sand about 2 inches thick. The soils in this mapping unit have a seasonal high-water table at a depth of 80 inches or more. The permeability of these soils is very rapid. Ona fine sand, 0 to 2 percent slopes (#27) is a nearly level, poorly drained soil found in broad, flat areas in the flatwoods, between swamps and marshes or in long, narrow bands bordering depressions and drainage-ways. Slopes of this soil type are less than 2 percent. The surface layer of this soil type generally consists of black fine sand about 6 inches thick. The water table for this soil type is at a depth of 10 inches for periods of 1 to 2 months and at a depth of 10 to 40 inches for periods of 4 to 6 months during most years. Permeability of this soil type is rapid in the surface layer, moderate in the subsoil, and rapid in the substratum. 1311 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 3 of 10 St. Johns and EauGallie fine sands (#29) are nearly level, poorly drained soils found on low broad plains on the flatwoods. Typically, St. Johns soil has a surface layer of black fine sand about 12 inches thick. EauGallie soil has a surface layer of black fine sand about 3 inches thick. During most years, the soils in this map unit have a seasonal high-water table within 12 inches of the surface for 1 to 4 months. The permeability of St. Johns soil is rapid in the surface and subsurface layers and in the substratum, and is moderate or moderately slow in the subsoil. The permeability of EauGallie soil is rapid in the surface and subsurface layers. It is moderate or moderately slow in the sandy part of the subsoil, and slow or very slow in the loamy part of the subsoil. The Florida Association of Environmental Soil Scientists (FAESS) does not consider the main component of any of the listed soil types associated with the site to be hydric. The FAESS does consider inclusions present within EauGallie and Immokalee fine sands (#13) St. Johns and EauGallie fine sands (#29) to be hydric. This information can be found in the Hydric Soils of Florida Handbook, Fourth Edition, March 2007. LAND USE TYPES/VEGETATIVE COMMUNITIES The 141 Bear Springs Drive Property currently supports three (3) upland land use types/vegetative communities. These were identified utilizing the Florida Land Use, Cover and Forms Classification System, Level III (FLUCFCS, FDOT, January 2004) (Figure 5). These upland land use types/vegetative communities are classified as Residential, Low Density (110), Open Land (190), and Mixed Hardwoods (438). No wetland/surface water land use type/vegetative community was identified on the property at the time of the assessment. The following provides a brief description of these land use types/vegetative communities: Uplands: 110 Residential, Low Density The west-central portion of the property includes a single-family residence that is most consistent with the Residential, Low Density (110) FLUCFCS classification. A small greenhouse was located behind the resident’s home. Vegetative species observed within this land use type include live oak (Quercus virginiana), camphor tree (Cinnamomum camphora), pignut hickory tree (Carya glabra), common ragweed (Ambrosia artemisiifolia), muscadine grapevine (Vitis rotundifolia), beggar-ticks (Bidens alba), Virginia creeper (Parthenocissus quinquefolia), bahiagrass (Paspalum notatum), and various landscaping plants. 1312 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 4 of 10 190 Open Land The eastern portion of the property has been historically cleared and as such is consistent with the Open Land (190) FLUCFCS classification. The dominant vegetation in this community consists of a groundcover of bahiagrass (Paspalum notatum). Other vegetative species observed within this land use type include live oak (Quercus virginiana), bermudagrass (Cynodon dactylon), frogfruit (Phyla nodiflora), carpetgrass (Axonopus furcatus), ragweed (Ambrosia artemisiifolia), wax myrtle (Morella cerifera), Florida betony (Stachys floridana), spiderwort (Tradescantia ohiensis), and rouge plant (Rivina humilis). 438 Mixed Hardwoods The majority of the property consists of a forested hardwood community composed of numerous species. As such, this community is most consistent with the Mixed Hardwoods (438) FLUCFCS classification. Vegetative species observed within this land use type include live oak (Quercus virginiana), laurel oak (Quercus laurifolia), pignut hickory tree (Carya glabra), camphortree (Cinnamomum camphora), southern magnolia (Magnolia grandiflora), cabbage palm (Sabal palmetto), saw palmetto (Serenoa repens) American beautyberry (Callicarpa americana), winged sumac (Rhus copallinum), tuberous sword fern (Nephrolepis cordifolia), caesarweed (Urena lobata), guineagrass (Panicum maximum), broomsedge (Andropogon spp.), purple passionflower, (Passiflora incarnate), common ragweed (Ambrosia artemisiifolia), muscadine grapevine (Vitis rotundifolia), Virginia creeper (Parthenocissus quinquefolia), dogfennel (Eupatorium cappillifolium), air potato (Dioscorea bulbifera), citrus (Citrus sp.), bahiagrass (Paspalum notatum), poison ivy (Toxicodendron radicans), coral bean (Erythrina herbacea), and coral ardisia (Ardisia crenata). WILDLIFE AND PROTECTED SPECIES Using methodologies outlined in the Florida’s Fragile Wildlife (Wood, 2001); Measuring and Monitoring Biological Diversity Standard Methods for Mammals (Wilson, et al., 1996); and Florida Fish and Wildlife Conservation Commission’s (FFWCC’s) Gopher Tortoise Permitting Guidelines (April 2008 – revised January 2017), an assessment for “listed” floral and faunal species was conducted at the site on November 2, 2020. This assessment, which covered 100% of the site’s developable area, included both direct observations and indirect evidence, such as tracks, burrows, tree markings and vocalizations that indicated the presence of species observed. The assessment focused on species that are “listed” by the FFWCC’s Official Lists - Florida’s Endangered Species, Threatened Species and Species of Special Concern (May 2017) that have the potential to occur in Seminole County (Table 1). 1313 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 5 of 10 No plant species “listed” by state or federal agencies were identified on the site during the assessments conducted by BTC. The following is a list of those wildlife species identified during the evaluation of the property. Reptiles and Amphibians brown anole (Anolis sagrei) southern black racer (Coluber constrictor) southern toad (Anaxyrus terrestris) green anole (Anolis carolinensis) green tree frog (Hyla cinerea) Birds Northern Cardinal (Cardinalis cardinalis) Northern Mockingbird (Mimus polyglottos) Red-shouldered Hawk (Buteo lineatus) Osprey (Pandion haliaetus) Turkey Vulture (Cathartes aura) Black Vulture (Coragyps atratus) Mourning Dove (Zenaida macroura) Northern Mockingbird (Mimus polyglottos) Tufted titmouse (Baeolophus bicolor) Mammals eastern gray squirrel (Sciurus carolinensis) armadillo (Dasypus novemcinctus) eastern cottontail (Sylvilagus floridanus) raccoon (Procyon lotor) virginia opossum (Didelphis virginiana) None of the above wildlife species was identified in the FFWCC’s Official Lists - Florida’s Endangered Species, Threatened Species and Species of Special Concern (May 2017). The following provides brief description of particular wildlife species as they relate to the development of the property: 1314 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 6 of 10 Bald Eagle (Haliaeetus leucocephalus) State protected by F.A.C. 68A-16.002 and federally protected by both the Migratory Bird Treaty Act (1918) and the Bald and Golden Eagle Protection Act (1940) In August of 2007, the U.S. Fish and Wildlife Service (USFWS) removed the Bald Eagle from the list of federally endangered and threatened species. Additionally, the Bald Eagle was removed from FFWCC’s imperiled species list in April of 2008. Although the Bald Eagle is no longer protected under the Endangered Species Act, it is still protected under the Bald and Golden Eagle Protection Act, the Migratory Bird Treaty Act and FFWCC’s Bald Eagle rule (Florida Administrative Code 68A-16.002 Bald Eagle (Haliaeetus leuchocephalus). In May of 2007, the USFWS issued the National Bald Eagle Management Guidelines. In April of 2008, the FFWCC adopted a new Bald Eagle Management Plan that was written to closely follow the federal guidelines. Under FFWCC’s new management plans, buffer zones are recommended based on the nature and magnitude of the project or activity. The recommended protective buffer zone is 660-feet or less from the nest tree, depending on what activities or structures are already near the nest. A FFWCC Eagle permit is not needed for any activity occurring outside of the 660- foot buffer zone. No activities are permitted within 330-feet of a nest during the nesting season, October 1 through May 15 or when Eagles are present at the nest. In addition to the on-site review for “listed” species, BTC conducted a review of FFWCC’s database and Audubon’s Eagle Watch program database for recorded Bald Eagle nests within the surrounding 660 feet of the subject site. This review revealed that there is one (1) Bald Eagle nest (Nest #SE096a) located within 660 feet of the project site boundaries. More specifically, a small portion the nest’s secondary protection zone (330-660ft) extends across the southeastern portion of the project site (Figure 6). As such, the guidelines for construction and monitoring activities consistent with the USFWS Bald Eagle Monitoring Guidelines will be required for any construction activities occurring between the 330-foot protection zone and the 660-foot protection zone during the nesting season (October 1st thru May 15th). Gopher Tortoise (Gopherus polyphemus) State Listed as “Threatened” by FFWCC Currently the gopher tortoise (Gopherus polyphemus) is classified as a “Category 2 Candidate Species” by USFWS, and as of September 2007 is now classified as “Threatened” by FFWCC. The basis of the “Threatened” classification by the FFWCC for the gopher tortoise is due to habitat loss and destruction of burrows. Gopher tortoises are commonly found in areas with well-drained soils associated with the pine flatwoods, pastures and abandoned orange groves. Several other protected species have a possibility of occurring in this area, as they are gopher tortoise commensal species. However, none of these commensal species were observed during the survey conducted. 1315 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 7 of 10 The subject property was surveyed for the existence of gopher tortoises through the use of pedestrian transects and covered approximately 100% of the suitable habitat. No gopher tortoises or gopher tortoise burrows were found within the project site. Thus, no further action should be required prior to site development related to gopher tortoises. Wood Stork (Mycteria Americana) Federally Listed as “Endangered” by USFWS The subject site is shown to be located within a Wood Stork Nesting Colony Core Foraging Area. Wood Storks typically nest colonially in medium to tall trees that occur in stands located either in swamps or on islands surrounded by relatively broad expanses of open water (Ogden 1991; Rodgers et al. 1996). The Wood Stork (Mycteria americana) is listed as “Threatened” by the USFWS. Wood storks are large, long-legged wading birds, about 45 inches tall, with a wingspan of 60 to 65 inches. Their plumage is white except for black primaries and secondaries and a short black tail. The head and neck are largely un-feathered and dark gray in color. The bill is black, thick at the base, and slightly decurved. Wood Storks are birds of freshwater and estuarine wetlands, primarily nesting in cypress or mangrove swamps. Successful breeding sites are those that have limited human disturbance and low exposure to land- based predators. Because of their specialized feeding behavior, Wood Storks forage most effectively in shallow-water areas with highly concentrated prey. Typical foraging sites for the Wood Stork include freshwater marshes, depressions in cypress heads, swamp sloughs, managed impoundments, stock ponds, shallow-seasonally flooded roadside or agricultural ditches and narrow tidal creeks or shallow tidal pools. Good foraging conditions are characterized by water that is relatively calm, open, and having water depths between 5 and 15 inches (5 and 38 cm). The U.S. Fish and Wildlife Service (Service) has identified core foraging area (CFA) around all known Wood Stork nesting colonies that is important for reproductive success. In Central Florida, CFAs include suitable foraging habitat (SFH) within a 15-mile radius of the nest colony; CFAs in North Florida include SFH within a 13-mile radius of a colony. The Service believes loss of suitable foraging wetlands within these CFAs may reduce foraging opportunities for the Wood Stork. Based on our review of available databases, there is no record of a Wood Stork rookery on the project site or within close proximity. The USFWS and the U.S. Army Corps of Engineers require that any impacts to on-site ditches and/or wetlands, which would eliminate a portion of the Wood Stork foraging habitat, be either mitigated through the purchase of mitigation credits or recreated elsewhere on-site so that there would be no net loss of Wood Stork foraging habitat. No Wood Storks were observed within the subject site during the wildlife survey conducted by BTC; however, mitigation for Wood Stork habitat may be required if ditches or wetlands are impacted. However, since no ditches or wetlands exist on the site, no mitigation or further action will be required pertaining to Wood Storks. 1316 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 8 of 10 USFWS CONSULTATION AREAS The U.S. Fish and Wildlife Service has established “consultation areas” for certain listed species. Generally, these consultation areas only become an issue if USFWS consultation is required, which is usually associated with permitting through the U.S. Army Corps of Engineers. The reader should be aware that species presence and need for additional review are often determined to be unnecessary early in the permit review process due to lack of appropriate habitat or other conditions. However, the USFWS makes the final determination. Consultation areas are typically very regional in size, often spanning multiple counties where the species in question is known to exist. Consultation areas by themselves do not indicate the presence of a listed species. They only indicate an area where there is a potential for a listed species to occur and that additional review might be necessary to confirm or rule-out the presence of the species. The additional review typically includes the application of species-specific criteria to rule-out or confirm the presence of the species in question. Such criteria might consist of a simple review for critical habitat types. In other cases, the review might include the need for species-specific surveys using established methodologies that have been approved by the USFWS. The following paragraphs include a list of the USFWS Consultations Areas associated with the subject site (Figure 8). Also included, is a brief description of the respective species habitat and potential for additional review: West Indian Manatee (Trichechus manatus) Federally Listed as “Endangered” by USFWS The subject site falls within the USFWS Consultation Area for the West Indian manatee. Currently the West Indian manatee is listed as “Endangered” by the USFWS. Manatees are protected under the Marine Mammal Protection Act, which prohibits the take (i.e., harass, hunt, capture, or kill) of all marine mammals. Manatees are found in marine, estuarine and freshwater environments. The West Indian manatee (Trichechus manatus), includes two distinct subspecies, the Florida manatee (Trichechus manatus latirostris) and the Antillean manatee (Trichechus manatus manatus). While morphologically distinctive, both subspecies have many common features. Manatees have large, seal-shaped bodies with paired flippers and a round, paddle-shaped tail. They are typically grey in color (color can range from black to light brown) and occasionally spotted with barnacles or colored by patches of green or red algae. The muzzle is heavily whiskered and coarse, single hairs are sparsely distributed throughout the body. Adult manatees, on average, are about nine feet long (3 meters) and weigh about 1,000 pounds (200 kilograms). At birth, calves are between three and four feet long (1 meter) and weigh between 40 and 60 pounds (30 kilograms). 1317 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 9 of 10 No West Indian manatees were observed within the subject site during the wildlife survey conducted by BTC. As no suitable habitat for this species exists within limits of the site, it is not anticipated that a formal survey would be required by the USFWS or another agency to determine if any West Indian manatees utilize any portions of the site. Florida Scrub-jay (Aphelocoma coerulescens) Federally Listed as “Threatened” by USFWS Currently the Florida Scrub-Jay is listed as threatened by the USFWS. Florida Scrub-jays are largely restricted to scattered, often small and isolated patches of sand pine scrub, xeric oak, scrubby flatwoods, and scrubby coastal stands in peninsular Florida (Woolfenden 1978a, Fitzpatrick et al. 1991). They avoid wetlands and forests, including canopied sand pine stands. Optimal Scrub-jay habitat is dominated by shrubby scrub, live oaks, myrtle oaks, or scrub oaks from 1 to 3 m (3 to 10 ft.) tall, covering 50% to 90 % of the area; bare ground or sparse vegetation less than 15 cm (6 in) tall covering 10% to 50% of the area; and scattered trees with no more than 20% canopy cover (Fitzpatrick et al. 1991). No Scrub-jays were observed on the subject site during the wildlife survey conducted by BTC. As no suitable habitat exists within the limits of the property, it is not anticipated that a formal survey would be required by the USFWS or another agency to determine if any Florida Scrub-Jays utilize any portions of the property. Everglade Snail Kite (Rostrhamus sociabilis) Federally Listed as “Endangered” by USFWS The subject site falls within the USFWS Consultation Area for the Everglade Snail Kite. Currently the Snail Kite is listed as “Endangered” by the USFWS. Snail Kites are similar in size to Red- shouldered Hawks. All Snail Kites have deep red eyes and a white rump patch. Males are slate gray, and females and juveniles vary in amounts of white, light brown, and dark brown, but the females always have white on their chin. Kites vocalize mainly during courtship and nesting. They may occur in nearly all of the wetlands of central and southern Florida. They regularly occur in lake shallows along the shores and islands of many major lakes, including Lakes Okeechobee, Kissimmee, Tohopekaliga (Toho) and East Toho. They also regularly occur in the expansive marshes of southern Florida such as Water Conservation Areas 1, 2, and 3, Everglades National Park, the upper St. John’s River marshes and Grassy Waters Preserve. No Snail Kites were observed on the subject site during the wildlife survey conducted by BTC. As no suitable habitat exists within the limits of the property, it is not anticipated that a formal survey would be required by the USFWS or another agency to determine if any Everglade Snail Kite utilize any portions of the property. 1318 Jose Chaves, Storybrook Holdings LLC 141 Bear Springs Drive Property – Seminole County, Florida Environmental Assessment Report (BTC File #1141-03) Page 10 of 10 ENVIRONMENTAL PERMITTING CONSTRAINTS Permitting through the St. John’s River Water Management District (SJWMD) would be required to develop the project site. As there are no wetlands and/or other surface water within the limits of the subject property, permitting through the US Army Corps of Engineers (USACE) will not be required. The site resides in the Lake Jesup Hydrologic Basin. St. Johns River Water Management District An Environmental Resource Permit (ERP) will be required through the St. Johns River Water Management District (SJRWMD) to authorize the construction and operation of a stormwater management system to develop the project site. The environmental limitations described in this document are based on observations and technical information available on the date of the on-site evaluation. This report is for general planning purposes only. The limits of any on-site wetlands/surface waters can only be determined and verified through field delineation and/or on-site review by the pertinent regulatory agencies. The wildlife surveys conducted within the subject property boundaries do not preclude the potential for any listed species, as noted on Table 1 (attached), currently or in the future. Should you have any questions or require any additional information, please do not hesitate to contact our office at (407) 894-5969. Thank you. Regards, Stephen Bulter Project Manager John Miklos President attachments 1319 Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, EsriJapan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia,NGCC, © OpenStreetMap contributors, and the GIS User Community Project #: 1141-03 Produced By: KMG Date: 11/2/2020 141 Bear Springs Drive Site Seminole County, Florida Figure 1Location Map 0 0.60.3 MilesI Legend 141 Bear Springs Drive Site 1320 Project #: 1141-03 Produced By: KMG Date: 11/2/2020 141 Bear Springs Drive Site Seminole County, Florida Figure 2Seminole County Aerial Map 0 19095FeetI Legend 141 Bear Springs Road Site 1321 Project #: 1141-03 Produced By: KMG Date: 11/2/2020 142 Bear Spring Drive Site Seminole County, Florida Figure 3USGS Topograhic Map 0 900450FeetI Legend 141 Bear Springs Drive Site 1322 24 13 27 29 31 35 10 10 Project #: 1141-03 Produced By: KMG Date: 11/2/2020 141 Bear Springs Drive Site Seminole County, Florida Figure 4USDA - NRCS Soil Map 0 19095FeetI Legend 141 Bear Springs Drivef Site Seminole County Soils 13 : EauGallie and Immokalee fine sands 24 : Paola-St. Lucie sands, 0 to 5 percent slopes 27 : Pomello fine sand, 0 to 5 percent slopes 29 : St. Johns and EauGallie fine sands 1323 438 190 110 Source: Esri, Maxar, GeoEye, Earthstar Geographics, CN ES/Airbus DS, USDA, USGS, AeroGR ID, IGN, and the GIS User Community Project #: 1141-03Produced By: JRBDate: 11/2/2020 141 Bear Springs Drive SiteSeminole C ounty, FloridaFigure 5FLUCFCS Map 0 100 20050FeetI Legend 141 Bea r Spring s Drive Site FLU CFCS FLUCCS_sym , FLUCCS_nam 11 0, Residential/ Low Density 190, Open Lan d 438, M ixe d Hardwood 1324 [b [b [b [b [b [b [b [b[b[b [b [b[b [b [b [b [b [b [b [b [b [b [b [b [b [b [b [b [b [b [b[b [b [b[b [b [b [b SE087 SE096 Source: Esri, Maxar, GeoEye, Earthstar Geographics, CN ES/Airbus DS, USDA, USGS, AeroGR ID, IGN, and the GIS User Community Project #: 1141-03Produced By: JRBDate: 11/2/2020 141 Bear Springs Drive SiteSeminole C ounty, FloridaFigure 6Wildlife Sur vey 0 100 20050FeetI Legend141 Bea r Spring s Drive Site[b Ea glewatch Perm anen t ID[b Ea glewatch Tem porary IDBuffers_33 0ftBuffers_66 0ft [b Ea gle Nests 2 016 330 ft_Eagle _Nest_Buffe r 660 ft_Eagle _Nest_Buffe r 1325 SE903 SE087 SE071 SE070 SE066 SE060 SE003 SE002 SE984 SE096 SE097 SE086 SE032 SE984a Project #: 1141-03Produced By: KMGDate: 11/2/2020 141 Bear Springs Drive Site Seminole County, Florida Figure 7Wildlife Proximity Map 0 0.50.25 MilesI Legend 141 Bear Springs Drive Site [b Eaglewatch Permanent ID [b Eaglewatch Temporary ID Buffers_330ft Buffers_660ft [®Wading Bird Rookery Wood Stork Nesting Colony Core Foraging Areas [b [b [b [b [b [b [b [b [b [b [b [b [b[b [b [b[b [b [b[b SE087 SE096 SE097 1326 SCRUB-JAY CONSULTATION AREASNAIL KITE CONSULTATION AREA WEST INDIAN MANATEE CONSULTATION AREA Project #: 1141-03 Produced By: KMG Date: 11/2/2020 141 Bear Springs Drive SiteSeminole County, Florida Figure 8USFWS Consultation Areas Map 0 19095FeetI Legend 141 Bear Springs Drive Site 1327 Scientific Name Common Name Federal Status State Status FISH Pteronotropis welaka bluenose shiner N ST REPTILES Alligator mississippiensis American alligator SAT FT(S/A) Drymarchon corais couperi Eastern indigo snake LT FT Gopherus polyphemus gopher tortoise C ST Lampropeltis extenuata short-tailed snake N ST Pituophis melanoleucus mugitus Florida pine snake N SSC BIRDS Aphelocoma coerulescens Florida scrub-jay LT FT Egretta caerulea little blue heron N ST Egretta tricolor tricolored heron N ST Falco sparverius paulus southeastern American kestrel N ST Grus canadensis pratensis Florida sandhill crane N ST Haliaeetus leucocephalus bald eagle N ** Mycteria americana wood stork LT FT Pandion haliaetus osprey N SCC* MAMMALS Puma concolor coryi Florida Panther LE FE Sciurus niger shermani Sherman's fox squirrel N SSC Trichechus manatus West Indian manatee LE FE PLANTS Carex chapmanii Chapman's Sedge N T Centrosema arenicola Sand Butterfly Pea N E Cucurbita okeechobeensis Okeechobee Gourd LE E Dennstaedtia bipinnata hay scented fern N E Illicium parviflorum star anise N E Lechea cernua nodding pinweed N T Nolina atopocarpa Florida Beargrass N T Ophioglossum palmatum Hand Fern N E Pecluma plumula Plume Polypody N E Pteroglossaspis ecristata Giant Orchid N T Pycnanthemum floridanum Florida Mountain-mint N T Salix floridana Florida willow N E FEDERAL LEGAL STATUS Table 1: Potentially Occuring Listed Wildlife and Plant Species in Seminole County, Florida N-Not currently listed, nor currently being considered for listing as Endangered or Threatened. LE-Endangered: species in danger of extinction throughout all or a significant portion of its range. LT-Threatened: species likely to become Endangered within the foreseeable future throughout all or a significant portion of its range. SAT-Endangered due to similarity of appearance to a species which is federally listed such that enforcement personnel have difficulty in attempting to differentiate between the listed and unlisted species. C-Candidate species for which federal listing agencies have sufficient information on biological vulnerability and threats to support proposing to list the species as Endangered or Threatened. XN-Non-essential experimental population. 1328 STATE LEGAL STATUS - ANIMALS STATE LEGAL STATUS - PLANTS FXN- Federal listed as an experimental population in Florida E-Endangered: species of plants native to Florida that are in imminent danger of extinction within the state, the survival of which is unlikely if the causes of a decline in the number of plants continue; includes all species determined to be endangered or threatened pursuant to the U.S. Endangered Species Act. T-Threatened: species native to the state that are in rapid decline in the number of plants within the state, but which have not so decreased in number as to cause them to be Endangered. N-Not currently listed, nor currently being considered for listing. N-Not currently listed, nor currently being considered for listing. **State protected by F.A.C.68A-16.002 and federally protected by both the Migratory Bird Treaty Act (1918)and the Bald and Golden Eagle Protection Act (1940) FT(S/A)- Federal Threatened due to similarity of appearance ST- State population listed as Threatened by the FFWCC. Defined as a species, subspecies, or isolated population which is acutely vulnerable to environmental alteration, declining in number at a rapid rate, or whose range or habitat is decreasing in area at a rapid rate and as a consequence is destined or very likely to become an endangered species within the foreseeable future. SSC-Listed as Species of Special Concern by the FFWCC. Defined as a population which warrants special protection, recognition, or consideration because it has an inherent significant vulnerability to habitat modification, environmental alteration, human disturbance, or substantial human exploitation which, in the foreseeable future, may result in its becoming a threatened species. (SSC* for Pandion haliaetus (Osprey) indicates that this status applies in Monroe county only.) FE- Listed as Endangered Species at the Federal level by the U. S. Fish and Wildlife Service FT- Listed as Threatened Species at the Federal level by the U. S. Fish and Wildlife Service 1329 LEGAL DESCRIPTION A PORTION OF THE FOLLOWING: A PORTION OF LOTS 28, 29 AND 30, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 28, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND RUN SOUTH 71°24'38" EAST ALONG THE NORTH LINE OF SAID LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET FOR A DISTANCE OF 333.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 71°24'38" EAST ALONG SAID LINE FOR A DISTANCE OF 533.01 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING TANGENT BEARING OF SOUTH 85°37'28" EAST AND A RADIUS OF 358.00 FEET; THENCE DEPARTING SAID NORTH LINE OF LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET AND RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°08'43" FOR A DISTANCE OF 244.59 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 28°28'45" EAST, A DISTANCE OF 237.47 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 142.00 FEET AND A CENTRAL ANGLE OF 45°00'00"; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 111.53 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 71°28'45" EAST, A DISTANCE OF 253.56 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 82.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°29'09" FOR A DISTANCE OF 17.87 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 59°55'05" EAST, A DISTANCE OF 40.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 30.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00" FOR A DISTANCE OF 47.12 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 30°04'55" WEST ALONG THE WESTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AVENUE) FOR A DISTANCE OF 261.88 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE AND RUN ALONG THE NORTHERLY LINE OF PARCEL 6 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4164, PAGE 1552 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING COURSES: FROM A POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A TANGENT BEARING SOUTH 30°04'55" WEST AND A RADIUS OF 15.00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°19'07" FOR A DISTANCE OF 10.29 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 69°24'02" WEST FOR A DISTANCE OF 53.25 FEET; THENCE NORTH 60°43'32" WEST FOR A DISTANCE OF 136.29 FEET; THENCE NORTH 71°24'05" WEST FOR A DISTANCE OF 498.39 FEET; THENCE DEPARTING SAID NORTHERLY LINE OF PARCEL 6 AND RUN ALONG THE NORTHERLY LINE OF PARCEL 4 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4056, PAGE OF 0428 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING FIVE (5) COURSES: THENCE RUN NORTH 18°35'55" EAST FOR A DISTANCE OF 137.55 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 293.20 FEET; THENCE RUN NORTH 00°00'00" EAST FOR A DISTANCE OF 200.02 FEET; THENCE NORTH 83°31'22" WEST, A DISTANCE OF 105.03 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 162.54 FEET TO A POINT ON EASTERLY LINE OF A TRACT OF LAND AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4423, PAGE 1797 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN NORTH 18°35'55" EAST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 325.13 FEET TO THE POINT OF BEGINNING. 1330 1331 1332 1333 1334 1335 3-day Average Occupied Spaces +1/2 of spaces available in garages No. of Units Parking Ratio Jesup's Landing 332 171 1.94 Jesup's Reserve 241 161 1.50 Average 1.72 Hickory Grove Proposed 233 132 1.77 Demand for On-Site Parking 1336 PARKING GENERATION STUDY HICKORY GROVE TOWNHOMES WINTER SPRINGS, FLORIDA Prepared for: Mattamy Orlando LLC 4901 Vineland Road, Suite 450 Orlando, Florida 32811 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 407-628-9955 October 2021 TPD № 5554 1337 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning & Design, Inc., a corporation authorized to operate as an engineering business, EB-3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Hickory Grove Townhomes LOCATION: Winter Springs, Florida CLIENT: Mattamy Orlando LLC I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut Dervish, P.E. P.E. No.: 20400 DATE: October 5, 2021 SIGNATURE: 1338 TABLE OF CONTENTS Page INTRODUCTION Introduction ................................................................................................................................. 1  Parking Survey ............................................................................................................................ 4  Parking Inventory/Accumulation  Parking Demand Summary  STUDY CONCLUSIONS .............................................................................................................. 7  Appendices .................................................................................................................................. 8  A Time of Day Parking Demand  B Parking Accumulation Summary Tables  LIST OF TABLES Page Table 1 Parking Occupancy Survey .............................................................................................. 4  Table 2 Peak Parking Occupancy Summary On-Street Parking ................................................... 5  Table 3 Peak Parking Demand Summary ..................................................................................... 6  LIST OF FIGURES Figure 1 Site Plan and Parking Configuration ............................................................................... 2  Figure 2 Location of Study Sites and Proposed Site .................................................................. 3  1339 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 1 INTRODUCTION This study was undertaken in order to determine a parking generation (or parking demand) for the use with the development of the proposed Hickory Grove Townhomes in Winter Springs, Florida. The site of these townhomes is located in the northwest corner of Blumberg Boulevard and Tuskawilla Road. Figure 1 depicts the site plan with the proposed buildings and parking configuration. A parking survey was conducted at two study sites in Winter Springs to determine the existing parking usage during peak parking hours at the townhomes. The study sites were Jesup’s Landing, and Jesup’s Reserve selected in consultation with the City’s traffic engineering consultants. The locations of these sites along with the proposed site are depicted in Figure 2. The existing parking usage was subsequently used to determine the parking generation or parking demand for the Hickory Grove Townhomes. It is proposed that the parking generation determined in this study be used to check the adequacy of the parking proposed to be provided for the Hickory Grove Townhomes. 1340 Figure 1NTSNHickory Grove Townhomes5554Project №Existing Study Sites&Proposed Site123Jesu p’s R es erv eProposed SiteJesu p’s L a n di n g 1341 Figure 2NTSNHickory Grove Townhomes5554Project №Proposed Site Plan1231342 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 4 PARKING SURVEY To determine a parking generation for the proposed townhome development, a survey was conducted at two existing sites in Winter Springs. The sites identified for this purpose were Jesup’s Landings consisting of 185 townhome units and Jesup’s Reserve consisting of 160 townhome units. The survey at the study sites was performed on September 23-25, 2021 (Thursday, Friday and Saturday). It was conducted during 11:30 P.M. to 4:30 A.M. time period on Thursday and Friday, and during 12:30 AM to 5:30 AM on Saturday. Based upon information on time-of-day parking demand distribution contained in the ITE Parking Generation Manual, 5th Edition, the peak parking demand occurs during these time periods. The ITE information is included in Appendix A. The survey consisted of parking occupancy observations/counts by 15-minute intervals. Parking Inventory/Accumulation Prior to the conduct of the survey, a parking inventory was conducted at each study site. From this survey, it was determined that Jesup’s Landings has 198 regular spaces plus two handicap spaces. Jesup’s Reserve has 96 regular spaces, one handicap space and one space reserved for law enforcement. At the beginning of the survey at each day, the number of occupied parking spaces at the study sites was inventoried. The inventory revealed that the number of occupied spaces at the beginning of the survey for each study site was as shown in Table 1. Table 1 Parking Occupancy Survey Day Occupied Spaces at Start of Survey Jesup’s Landings Jesup’s Reserve Thursday 159 77 Friday 149 71 Saturday 155 69 3- Day Average 151 72 Available on Street Parking Spaces 198 96 1343 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 5 Subsequent to the occupancy survey, the number of vehicles entering and exiting the study sites were recorded with the use of cameras by 15-minute intervals on each survey day. With the occupancy data and the entering/exiting vehicles counts, the on-street accumulation of parked vehicles at each study sites was determined by 15-minute intervals. The parking accumulation data along with 15- minutes counts of entering and exiting vehicles are included in tables included in Appendix B for each study site and survey days. Table 2 is a summary of on-street peak parking occupancy at each study site. The peak parking occupancy was 81% at Jesup’s Landing and 83% at Jesup Reserve. The on-street parking demand was 0.87 spaces/unit for Jesup’s landing and 0.50 spaces/unit for Jesup’s Reserve. Table 2 Peak Parking Occupancy Summary On-Street Parking Day Occupied Spaces Jesup’s Landings Jesup’s Reserve Both Sites Thursday 163 81 244 Friday 160 80 240 Saturday 161 78 239 3-Day Average 161 80 241 Parking Occupancy 81% 83% 82% Number of Units 185 160 345 Parking Demand/Occupied Space/Unit) 0.87 0.50 0.70 1344 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 6 Parking Demand Summary Jesup’s Landing and Jesup’s Reserve have 2-car garages which provide 370 spaces and 320 parking spaces, respectively. Therefore, the total parking demand for each townhome development was determined by combining the occupied parking spaces with one-half of the total garage spaces provided. Table 3 is a summary of the total parking spaces compared with townhome units which shows a parking demand of 1.87 spaces per unit for Jesup’s Landing and 1.50 Spaces per unit for Jesup’s Reserve for an average of 1.70 spaces per unit. The Hickory Grove Townhomes with two-car spaces is proposing a total of 223 parking spaces, 91 on-street and 132 garage spaces. This would represent a parking demand of 1.69 spaces per unit. There is an additional 16 on-street parking spaces on Blumberg Boulevard adjacent to the project site which would increase the total parking spaces to 239 and the parking demand to 1.81 spaces. This parking demand is higher than the average parking demand of the two study sites. Table 3 Peak Parking Demand Summary Day Occupied Spaces+ ½ Garage Units Jesup’s Landings Jesup’s Reserve Both Sites Thursday 346 241 587 Friday 345 240 585 Saturday 346 238 584 3-Day Average 346 240 586 Townhome Units 185 160 345 Parking Demand 1.87 1.50 1.70 1345 Hickory Grove Townhomes – Winter Springs Project № 5554 Page 7 STUDY CONCLUSIONS This study was undertaken to determine a parking generation (or parking demand) for the proposed Hickory Grove Townhome project in Winter Springs, Florida. Located in the northwest corner of Blumberg Boulevard and Tuskawilla Road, the development will consist of 132 units with two-car garages. A parking survey conducted at two comparable sites on Thursday, Friday and Saturday. The study sites, Jesup’s Landing and Jesup’s Reserve with 2-car garages are located in close proximity to the site in the Winter Springs Town Center area. The parking study indicated an average parking demand pf 1.70 spaces per unit. The proposed site is proposing to provide 1.69 spaces per unit. The ITE parking generation rates for townhomes are 1.21 spaces per unit for weekdays and 1.31 spaces for Saturday. The corresponding 85th percentile parking generation rates by ITE are 1.52 spaces per unit and 1.61 spaces per unit, respectively. It is recommended that parking proposed to be provided for Hickory Grove Townhomes be accepted by the City. 1346 APPENDICES 1347 APPENDIX A Time of Day Parking Demand 1348 1349 APPENDIX B Parking Accumulation Summary Tables 1350 Location:Jesup's Landing Apt, Orange AveDate:9/23/2021City:Winter Springs, FLDay:ThursdayER WL NL NR ER WL NL NR11:30 PM00000200 2 014511:30 PM1611:45 PM01010001 1 214411:45 PM1612:00 AM00100000 0 114312:00 AM1612:15 AM10001100 3 014612:15 AM1612:30 AM00000000 0 014612:30 AM1612:45 AM00000100 1 014712:45 AM161:00 AM00000010 0 11461:00 AM161:15 AM00000000 0 01461:15 AM161:30 AM10000000 1 01471:30 AM161:45 AM00100000 0 11461:45 AM162:00 AM00000000 0 01462:00 AM162:15 AM00000000 0 01462:15 AM162:30 AM00000001 0 11452:30 AM162:45 AM00000000 0 01452:45 AM163:00 AM00000000 0 01453:00 AM163:15 AM00000000 0 01453:15 AM163:30 AM00000001 0 11443:30 AM163:45 AM10000001 1 11443:45 AM164:00 AM00000102 1 21434:00 AM164:15 AM00000000 0 01434:15 AM16Totals31211516 10 10Totals320Parking  StudyTIME Inbound OutboundOut Jesups Springs Ln & Orange AveParking Accumulation (143 at Start of Survey) Traffic CountPeak Parking Occupancy 147+16=163TIMEOn Street Parking at Orange Ave  (Occupied Spaces) In Out In Clifton Springs Ln & Orange Ave1351 Location:Jesup's Landing Apt, Orange AveDate:9/24/2021City:Winter Springs, FLDay:FridayER WL NL NR ER WL NL NR11:30 PM10010000 1 113711:30 PM1211:45 PM20010100 3 113911:45 PM1112:00 AM00100202 2 313812:00 AM1112:15 AM00001001 1 113812:15 AM1112:30 AM10000100 2 014012:30 AM1112:45 AM10000200 3 014312:45 AM111:00 AM00001000 1 01441:00 AM111:15 AM00010200 2 11451:15 AM111:30 AM00000000 0 01451:30 AM111:45 AM00000000 0 01451:45 AM112:00 AM10000000 1 01462:00 AM112:15 AM00000201 2 11472:15 AM112:30 AM00000000 0 01472:30 AM112:45 AM00000000 0 01472:45 AM113:00 AM00000101 1 11473:00 AM113:15 AM00000100 1 01483:15 AM113:30 AM00000000 0 01483:30 AM123:45 AM00000000 0 01483:45 AM124:00 AM00000000 0 01484:00 AM124:15 AM00000102 1 21474:15 AM12Totals601321307 21 11Totals225Parking StudyTIMEClifton Springs Ln & Orange Ave Jesups Springs Ln & Orange AveTraffic Count Parking Accumulation (137 at start of Survey)Peak Parking Occupancy 148 + 12=160TIMEOn Street Parking at Orange Ave  In Out In Out  Inbound Outbound 1352 Location:Jesup's Landing Apt, Orange AveDate:9/26/2021City:Winter Springs, FLDay:SundayER WL NL NR ER WL NL NR12:30 AM10000 0 00 1 014612:30 AM1012:45 AM00010 4 01 4 214812:45 AM111:00 AM00000 0 01 0 11471:00 AM111:15 AM00001 0 20 1 21461:15 AM111:30 AM00000 4 01 4 11491:30 AM111:45 AM00000 1 00 1 01501:45 AM112:00 AM10000 0 02 1 21492:00 AM112:15 AM10210 0 01 1 41462:15 AM112:30 AM00000 0 00 0 01462:30 AM112:45 AM00000 0 00 0 01462:45 AM113:00 AM00000 1 10 1 11463:00 AM113:15 AM00010 1 03 1 41433:15 AM113:30 AM10000 0 01 1 11433:30 AM113:45 AM00001 0 01 1 11433:45 AM114:00 AM00000 1 02 1 21424:00 AM114:15 AM00000 0 00 0 01424:15 AM114:30 AM00000 0 00 0 01424:30 AM114:45 AM00000 0 00 0 01424:45 AM115:00 AM00101 0 10 1 21415:00 AM115:15 AM01000 0 01 1 11415:15 AM11Totals41333 12 41420 24Totals219Parking Study TIMEClifton Springs Ln & Orange Ave Jesups Springs Ln & Orange AveParking Accumulation (145 at Start of Survey) Traffic Counts In In Out Inbound OutboundPeak Parking Occupany 150 + 11 =161TIMEOn Street Parking at Orange Ave  Out 1353 Location:Jesup's Reserve, E FL‐434Date:9/23/2021City:Winter Springs, FLDay:ThursdayNL SR WT EL ET ER NL SR EL ER ST NT11:30 PM000000000100 0 17611:45 PM000000100000 1 07712:00 AM001001100000 2 17812:15 AM000000100000 1 07912:30 AM000000000010 1 08012:45 AM000000000000 0 0801:00 AM000000000000 0 0801:15 AM000000100000 1 0811:30 AM000000000000 0 0811:45 AM000100000000 0 1802:00 AM000000000000 0 0802:15 AM000000000000 0 0802:30 AM000000000000 0 0802:45 AM110101000000 2 2803:00 AM000000000000 0 0803:15 AM010001000000 1 1803:30 AM010000000000 1 0813:45 AM000100000000 0 1804:00 AM010000000000 1 0804:15 AM000000000000 0 080Totals141303400110 11 7Inbound OutboundTraffic Count Parking Accumulation (77at Start of Survey) Parking Survey TIMEMcLeod's Way & FL 434 Roberts Family Ln & FL 434Old Farm Ln & Orlando Health Out In In Out In Out 1354 Location:Jesup's Reserve, E FL‐434Date:9/24/2021City:Winter Springs, FLDay:FridayNL SR WT EL ET ER NL SR EL ER ST NT11:30 PM000001200000 2 17211:45 PM010000100000 2 07412:00 AM000100000100 0 27212:15 AM000000000000 0 07212:30 AM000000200000 2 07412:45 AM100000100000 2 0761:00 AM000000000000 0 0761:15 AM000000100000 1 0771:30 AM000000000000 0 0771:45 AM000001000000 0 1762:00 AM020000200000 4 0802:15 AM010001000001 1 2792:30 AM000000000000 0 0792:45 AM000100000000 0 1783:00 AM000000000000 0 0783:15 AM000000000000 0 0783:30 AM000000000100 0 1773:45 AM100100000000 1 1774:00 AM000000000000 0 0774:15 AM000000000000 0 077Totals240303900201 15 9Inbound OutboundParking Study TIMEMcLeod's Way & FL 434 Roberts Family Ln & FL 434Old Farm Ln & Orlando Health Traffic Count Parking Accumulation (71 at Start of Survey) 1355 Location:Jesup's Reserve, E FL‐434Date:9/26/2021City:Winter Springs, FLDay:SundayIn Out NL SR WT EL ET ER NL SR EL ER ST NT12:30 AM000001000000 0 16812:45 AM120000000000 3 0711:00 AM000000000000 0 0711:15 AM000000310000 4 0751:30 AM000000100000 1 0761:45 AM000000000010 1 0772:00 AM010010000000 1 1772:15 AM000000100000 1 0782:30 AM000000000000 0 0782:45 AM000100000000 0 1773:00 AM000000000000 0 0773:15 AM000000010000 1 0783:30 AM010100000000 1 1783:45 AM000000000000 0 0784:00 AM000000000000 0 0784:15 AM010002010000 2 2784:30 AM000000000000 0 0784:45 AM000000000000 0 0785:00 AM000000100100 1 1785:15 AM000000000000 0 078Totals150213630110 16 7Inbound OutboundParking Survey TIMEMcLeod's Way & FL 434 Roberts Family Ln & FL 434Old Farm Ln & Orlando Health Out In In Out Parking Accumulation (69 at Start of Survey) Traffic Count 1356 3532 Maggie Boulevard, Orlando, Florida 32811 • 407-423-0504 • 407-423-3106 www.UniversalEngineering.com November 12, 2020 Storybook Holdings, LLC Project Finance and Development and Mattamy Orlando, LLC 7575 Dr. Phillips Boulevard, Suite 265 Orlando, Florida 32819 Attention: Mr. Jose Chaves jose@storybookholdings.com Reference: Phase I Environmental Site Assessment Residential Property 141 Bear Springs Drive Winter Springs, Seminole County, Florida 32708 UES Project No. 0140.2000386.0000 UES Report No. 1818450 Dear Mr. Chaves, Universal Engineering Sciences (UES) has completed a Phase I Environmental Site Assessment (ESA) in compliance with the American Society for Testing and Materials (ASTM) Standard E1527-13 for the above- referenced site (the "subject property"). The purpose of this assessment was to identify recognized environmental conditions (RECs), controlled RECs (CRECs), historical RECs (HRECs), de minimis conditions, vapor encroachment conditions (VECs), and business environmental risks (BERs) in association with the subject property as defined in ASTM E1527-13. Based on the conclusions of the Phase I ESA, UES identified the following REC to be associated with the subject property: • An active heating oil AST was observed on the west side of the home. The AST was in contact with soil and a discharge was not observed in the area. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. • A closed in place heating oil UST was observed on the southwest side of the home. The owner indicated the UST was abandoned using sand and is not aware of any leakage. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. • The subject property operated as agricultural property (citrus grove) containing a small structure. Small structures observed on a citrus grove may have operated as an irrigation well pump house/mixing station. The well pump may have been operated by a diesel motor powered by fuel typically stored in a tank next to the pump. Poor storage and handling of the fuel may result as a release to the subject property. Mixing stations are locations where the improper handling and LOCATIONS: Atlanta Daytona Beach Fort Myers Fort Pierce Gainesville Jacksonville Miami Ocala Orlando (Headquarters) Palm Coast Panama City Pensacola Rockledge Sarasota Tampa Tifton West Palm Beach 1357 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 2 of 3 storage of agricultural compounds may have resulted in a release and adversely impacted the subject property. A Phase II Limited Soil Evaluation was completed by UES on November 2, 2020. (UES Report 1818455, November 12, 2020). Soil analytical results did not indicate impacts to the soils and no further action is warranted. Further details regarding the Phase I ESA conducted by UES are presented in the attached report. BUSINESS ENVIRONMENTAL RISK A business environmental risk (BER) can have a material environmental or environmentally driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in the Phase I ESA. The following BERs were identified in connection with the subject property: • The subject property was historically developed for agricultural use with a citrus grove. This operation includes the use of agricultural compounds. Proper storage, handling, and application of approved compounds do not constitute a REC. Improper or long term application of agricultural compounds has been shown, at times, to leave these compounds in the soil above the recommended exposure levels established by the Florida Department of Environmental Protection (FDEP). While the FDEP does not require the cleanup of agriculturally applied compounds, the presence of these compounds in excess of the exposure concentrations may present future liability on the redeveloped property. A Phase II Limited Soil Evaluation was completed by UES on November 2, 2020. (UES Report 1818455, November 12, 2020). Soil analytical results did not indicate impacts to the soils and no further action is warranted. NON-SCOPE CONSIDERATIONS Suspect asbestos containing materials (ACMs) may have been used in the construction of the buildings at the subject property. An asbestos survey should be conducted prior to renovation or demolition of the building in accordance with applicable regulations. UES can provide these services upon request. Based on the year of building construction, lead-based paint (LBP) may have been used. A LBP survey should be conducted prior to the renovation or demolition of any structures at the subject property in accordance with applicable regulations. UES can provide these services upon request. The subject property consists of undeveloped land which has the potential to contain wetlands and/or habitats utilized or inhabited by listed species. Listed species and wetlands are protected under various local, state, and federal regulations. A protected species assessment, and in some cases a wetlands assessment, should be performed to confirm if listed species and/or wetlands could adversely affect the future development of the subject property. UES can provide these services upon request. Private wells and septic system are located on the subject property. Prior to redevelopment, UES recommends the abandonment of the wells and septic system in accordance with applicable regulations provided there is no future intended use. CONTINUING OBLIGATIONS The User of this report is required to ensure that continuing obligations are followed after purchase or acquisition of the subject property. Any land use restrictions in effect at the subject property must be maintained. The User should ensure that all parties at the subject property are following best 1358 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 3 of 3 management practices and taking “reasonable steps” with respect to preventing and limiting exposure to any hazardous substance releases on the subject property. In the event of a future release on the subject property, the property owner or responsible party should report it to the appropriate regulatory agency. Full cooperation must be provided to any parties authorized to conduct assessments or responses to the subject property. We appreciate this opportunity to provide environmental services to you and we look forward to future endeavors. Please contact the undersigned if you have any questions regarding this report. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES Chris McCormick Environmental Project Manager Orlando Office cmccormick@universalengineering.com 1359 Phase I Environmental Site Assessment Residential Property 141 Bear Springs Drive Winter Springs, Seminole County, Florida 32708 UES Project No. 0140.2000386.0000 UES Report No. 1818450 Date: November 12, 2020 Prepared for: Storybook Holdings, LLC Project Finance and Development and Mattamy Orlando, LLC 7575 Dr. Phillips Boulevard, Suite 265 Orlando, Florida 32819 Prepared by: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 (407) 423-0504 ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspection Offices in: Orlando • Daytona Beach • Fort Myers • Gainesville • Jacksonville • Ocala • Palm Coast • Rockledge • Sarasota Miami • Panama City • Pensacola Fort Pierce • Tampa • West Palm Beach • Atlanta, GA • Tifton, GA 1360 1361 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page i of iii TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ................................................................................................................... 1 2.0 INTRODUCTION ........................................................................................................................... 2 2.1 Purpose ........................................................................................................................................ 2 2.2 Detailed Scope of Services ........................................................................................................... 3 2.3 Limitations and Exceptions .......................................................................................................... 3 2.4 Data Gaps ..................................................................................................................................... 4 2.5 Special Terms and Conditions ...................................................................................................... 4 2.6 User Reliance ............................................................................................................................... 4 3.0 SITE DESCRIPTION ........................................................................................................................ 4 3.1 Location and Legal Description .................................................................................................... 4 3.2 Property and Vicinity Characteristics ........................................................................................... 5 3.3 Current Use of the Site ................................................................................................................. 5 3.4 Structures, Roads, and/or Other Improvements within the Site ................................................. 5 3.5 Current Uses of Adjoining Parcels ................................................................................................ 5 4.0 USER PROVIDED INFORMATION ...................................................................................................... 5 4.1 Title Records................................................................................................................................. 5 4.2 Environmental Liens or Activity and Use Limitations .................................................................. 6 4.3 Specialized Knowledge ................................................................................................................. 6 4.4 Valuation Reduction for Environmental Issues ............................................................................ 6 4.5 Owner, Property Manager, and Occupant Information .............................................................. 6 4.6 Reason for Performing Phase I ESA .............................................................................................. 6 4.7 Commonly Known or Reasonably Ascertainable Information about the Property ..................... 6 4.8 Additional Information ................................................................................................................. 6 5.0 RECORDS REVIEW ........................................................................................................................ 6 5.1 Standard Environmental Record Sources .................................................................................... 7 5.2 Additional Environmental Records .............................................................................................. 9 5.3 Physical Setting Sources ............................................................................................................... 9 5.3.1 Topography .............................................................................................................................. 9 5.3.2 Soils/Geology ......................................................................................................................... 10 5.3.3 Hydrogeology ......................................................................................................................... 10 5.4 Historical Use Information On The Property And Surrounding Area ......................................... 10 5.4.1 Aerial Photograph Review ..................................................................................................... 10 5.4.2 Property Ownership Records ................................................................................................. 11 5.4.3 Fire Insurance Map Review .................................................................................................... 12 5.4.4 City Directory Review ............................................................................................................. 12 5.4.5 Land Use Records ................................................................................................................... 12 5.4.6 Other Historical Sources ........................................................................................................ 12 6.0 VAPOR MIGRATION .................................................................................................................... 12 1362 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page ii of iii 7.0 INFORMATION FROM SITE RECONNAISSANCE ................................................................................... 13 7.1 Methodology .............................................................................................................................. 13 7.2 General Site Setting ................................................................................................................... 13 7.3 Site Observations ....................................................................................................................... 13 8.0 INTERVIEWS .............................................................................................................................. 15 8.1 Interview with Owner ................................................................................................................ 15 8.2 Interview with Site Manager ...................................................................................................... 15 8.3 Interviews with Occupants ........................................................................................................ 15 8.4 Interviews with Local Government Officials .............................................................................. 16 8.5 Interview with User .................................................................................................................... 16 8.6 Interview with Others ................................................................................................................ 16 9.0 FINDINGS AND OPINIONS ............................................................................................................. 16 10.0 CONCLUSIONS ........................................................................................................................... 17 11.0 DEVIATIONS .............................................................................................................................. 18 12.0 ADDITIONAL SERVICES ................................................................................................................ 18 13.0 REFERENCES ............................................................................................................................. 18 14.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS ........................................................................... 18 15.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS ...................................................................... 18 1363 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page iii of iii LIST OF APPENDICES Appendix A Site Location Map, Site Plan, and Area Plan .................................................................................... A Appendix B General Conditions .......................................................................................................................... B Appendix C Property Appraiser Records Environmental Lien Search .............................................................................................................. C Appendix D Regulatory Database Report ............................................................................................................ D Appendix E Environmental Maps & Reports ....................................................................................................... E Appendix F Aerial Photographs .......................................................................................................................... F Appendix G Fire Insurance Maps ......................................................................................................................... G Appendix H City Directories ................................................................................................................................. H Appendix I Site Photographs ............................................................................................................................... I Appendix J Interview Documentation ................................................................................................................. J Appendix K References ....................................................................................................................................... K Appendix L Qualifications ................................................................................................................................... L 1364 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 1 of 18 1.0 EXECUTIVE SUMMARY Universal Engineering Sciences (UES) has completed a Phase I Environmental Site Assessment (ESA) in compliance with the American Society for Testing and Materials (ASTM) Standard E1527-13 for the property located at 141 Bear Springs Drive in Winter Springs, Seminole County, Florida 32708 (the "subject property"). The purpose of this assessment was to identify recognized environmental conditions (RECs), controlled RECs (CRECs), historical RECs (HRECs), de minimis conditions, vapor encroachment conditions (VECs), and business environmental risks (BERs) in association with the subject property as defined in ASTM E1527-13. NOTE: Please carefully review this report in its entirety for a full description of our evaluation procedures and findings. Based on UES’ field observations, historical research, public records review and interviews conducted in accordance with ASTM format E1527-13, the findings of this Phase I ESA are as follows: 1. The subject property evaluated for this Phase I ESA consists of residential land containing a home. It operated as agricultural property (citrus grove) from the 1940’s until the 1990’s. A small shed appeared on the east edge of citrus grove from the 1940’s until the early 1970’s. The property also operated as residential land (home) in the 1970’s. It appeared as only residential land from the 2000’s through the present day. Please refer to the Site Location Map and the Site Plan presented in Appendix A for additional information pertaining to the location of the subject property. 2. The following RECs and BER were identified in connection with the subject property: o REC: An active heating oil AST was observed on the west side of the home. The AST was in contact with soil and a discharge was not observed in the area. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. o REC: A closed in place heating oil UST was observed on the southwest side of the home. The owner indicated the UST was abandoned using sand and is not aware of any leakage. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. o REC: The subject property operated as agricultural property (citrus grove) containing a small structure. Small structures observed on a citrus grove may have operated as an irrigation well pump house/mixing station. The well pump may have been operated by a diesel motor powered by fuel typically stored in a tank next to the pump. Poor storage and handling of the fuel may result as a release to the subject property. Mixing stations are locations where the improper handling and storage of agricultural compounds may have resulted in a release and adversely impacted the subject property. o BER: The subject property was historically developed for agricultural use with a citrus grove. This operation includes the use of agricultural compounds. Proper storage, handling, and application of approved compounds do not constitute a REC. Improper or long term application of agricultural compounds has been shown, at times, to leave these compounds in the soil above the recommended exposure levels established by the Florida 1365 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 2 of 18 Department of Environmental Protection (FDEP). The provided Phase II LSE indicates the soil was laboratory analyzed for arsenic and pesticides. Based on the analysis, the potential for the soil on the subject property to be impacted by arsenic and pesticides is low. See Section 4.8 for additional information. o A Phase II Limited Soil Evaluation was completed by UES on November 2, 2020. (UES Report 1818455, November 12, 2020). Soil analytical results did not indicate impacts to the soils and no further action is warranted. 3. No CRECs, HRECs, de minimis conditions, or VECs were identified in connection with the subject property. 4. UES obtained a regulatory database report from Environmental Data Resources (EDR) and reviewed pertinent regulatory records from the Florida Department of Environmental Protection (FDEP), as needed. A summary of the findings is as followed:  The subject property is not listed on any federal or state databases and appears within a Brownfield area. This area does not appear as a REC in connection with the subject property at this time.  Facilities located within the ASTM search distances were identified on the federal and state databases. Based on the findings of the regulatory records review, the potential for these facilities to have adversely impacted the subject property is considered low. The User of this report is required to ensure that continuing obligations are followed after purchase or acquisition of the subject property. Any land use restrictions in effect at the subject property must be maintained. The User should ensure that all parties at the subject property are following best management practices and taking “reasonable steps” with respect to preventing and limiting exposure to any hazardous substance releases on the subject property. In the event of a future release on the subject property, the property owner or responsible party should report it to the appropriate regulatory agency. Full cooperation must be provided to any parties authorized to conduct assessments or responses to the subject property. 2.0 INTRODUCTION 2.1 PURPOSE Universal Engineering Sciences (UES) has completed a Phase I Environmental Site Assessment (ESA) for the property located at 141 Bear Springs Drive in Winter Springs, Seminole County, Florida 32708 (the "subject property"). The primary purpose of this assessment is to conduct an evaluation of the subject property and surrounding properties to identify recognized environmental conditions (RECs), controlled recognized environmental conditions (CRECs), historical recognized environmental conditions (HRECs), de minimis conditions, vapor encroachment conditions (VECs), and business environmental risks (BERs) associated with the past or present uses of the subject property and surrounding properties. ASTM E1527-13 defines these conditions as follows: • REC: the presence or likely presence of any hazardous substances or petroleum products in, on or at a property: (1) due to release to the environment; (2) under conditions indicative of a release to the environment; (3) under conditions that pose a material threat of a future release to the environment. 1366 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 3 of 18 • CREC: a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority. The hazardous substances or petroleum products are allowed to remain in place and are subject to the implementation of required controls. • HREC: a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls. • De minimis Condition: a condition that generally does not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate government agencies. • VEC: the presence or likely presence of "chemical of concern" vapors in the subsurface of the Target Property caused by the release of vapors from contaminated soil or groundwater or both either on or near the Target Property as identified by the Tier 1 or Tier 2 procedures. • BER: a risk which can have a material environmental or environmentally driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice. This environmental assessment was conducted in accordance with the guidelines of the ASTM E1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. This assessment was also intended to identify potential off-site contaminant sources within the distances set forth in ASTM E1527-13 guidelines. Methodology followed good commercial and customary practice with a goal to identify RECs that would be subject to an enforcement action if brought to the attention of appropriate government agencies. 2.2 DETAILED SCOPE OF SERVICES The contracted scope of services consists of the preparation of a Phase I ESA of the subject property in accordance with the guidelines set forth in ASTM E1527-13. The accuracy, correctness and completeness of this Phase I ESA is provided with knowledge of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) as set forth in 42 United States Code Section 9601 et seq., as amended. The scope of services does not include an evaluation of asbestos containing building materials, lead based paint, lead in drinking water, regulatory compliance, cultural and historical resources, industrial hygiene, health and safety, ecological resources, indoor air quality, radon, vapor intrusion, site geotechnics (soils, foundations, site retention, etc.), wetlands, endangered species, or construction materials testing, unless specified in the approved contract between UES and the client. UES can provide these additional services if necessary. 2.3 LIMITATIONS AND EXCEPTIONS The findings of this report represent our professional judgment; UES offers or extends no warranty, express or implied. These findings are relevant to the dates of our property evaluation and the information 1367 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 4 of 18 cited herein. This report should not be relied upon to represent property conditions on other dates or at locations other than those specifically cited within the report. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs in connection with the subject property. Due to changing environmental regulatory conditions and potential on-site or adjacent activities occurring after this Phase I ESA, the client may not presume the continuing applicability to the subject property of the conclusions in this assessment for more than 180 days after the report’s issuance date, per ASTM E1527-13. 2.4 DATA GAPS ASTM E1527-13 defines a "Data Gap" as a lack of, or inability to, obtain information despite good faith efforts that may affect the findings of the Phase I ESA. The Environmental Professional is to identify "significant" Data Gaps found in the Phase I ESA process, while "insignificant" Data Gaps do not have to be included in this evaluation. For both the ASTM Standard and the All Appropriate Inquiry (AAI) Final Rule, the Environmental Professional must identify what was done to address the Data Gap. The Environmental Professional should provide an opinion regarding appropriate further investigations, if any, necessary to address Data Gaps. A Phase I ESA which includes Data Gaps is still considered as compliant with the Standard and the AAI Final Rule, as long as the Data Gaps are addressed as outlined above. No Significant Data Gaps were identified in connection with the Phase I ESA. 2.5 SPECIAL TERMS AND CONDITIONS This report, and the information contained herein, shall be the sole property of UES until payment of any unpaid balance is made in full. Storybook Holdings, LLC, Project Finance and Development LLC, hereinafter referred to as the "User" of this Phase I ESA report, agrees that until payment is made in full, the User shall not have a proprietary interest in this report or the information contained herein. UES shall have the absolute right to request the return of any and all copies of this report submitted to other parties, public or private, on behalf of the User in the event of nonpayment of outstanding fees by the UES General Conditions that govern this assessment. A copy of the UES General Conditions is presented in Appendix B. 2.6 USER RELIANCE This report is intended for the sole use of Storybook Holdings, LLC Project Finance and Development and Mattamy Orlando, LLC. Its contents may not be relied upon by other parties without the explicit written consent of UES. This is not a statement of suitability of the subject property for any use or purpose. In accepting this report, all parties herein mentioned agree to the General Conditions of the Agreement between UES and Storybook Holdings, LLC, Project Finance and Development LLC. A copy of the UES General Conditions is presented in Appendix B. 3.0 SITE DESCRIPTION 3.1 LOCATION AND LEGAL DESCRIPTION The subject property is located at 141 Bear Springs Drive in Winter Springs, Seminole County, Florida 32708 within Section 26, Township 20 South, Range 30 East as referenced in the United States Geological Service (USGS) topographic quadrangle map titled “Casselberry, FL” provided in Appendix A. The property consists of one Seminole County tax parcel (ID# 26-20-30-5AR-0B00-028E) that is 12.1 acres of developed 1368 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 5 of 18 land. Please refer to the parcel legal description in the property appraiser information presented in Appendix C. 3.2 PROPERTY AND VICINITY CHARACTERISTICS The subject property is residential land containing a home, studio, two sheds, a small greenhouse, landscaping, trees, and general vegetation. Access to the property is provided by Bear Springs Drive, Tuskawilla Road, Blumberg Boulevard, and school access road. The subject property vicinity is characterized by commercial property (restaurant, retail, and vacant), government property (school and trail), residential property (apartments, condominiums, and homes). Please refer to the Site Plan and Area Plan in Appendix A for additional details pertaining to the subject and surrounding properties. 3.3 CURRENT USE OF THE SITE The subject property operates as a home occupied by the parcel owner. 3.4 STRUCTURES, ROADS, AND/OR OTHER IMPROVEMENTS WITHIN THE SITE The subject property is developed with a home (built in 1973), studio (built in 1973), two sheds, and a small greenhouse. 3.5 CURRENT USES OF ADJOINING PARCELS Currently, the parcels adjoining the subject property are used as follows: Table 1 Description of Adjoining Parcels Direction From Site Description of Current Use North Access road and school East Tuskawilla Road and vacant South Blumberg Boulevard, condominium, home, restaurants, retail, and vacant West Bear Springs Drive, apartment, and vacant 4.0 USER PROVIDED INFORMATION UES was provided a User Questionnaire completed by Mr. Jose Chaves with Storybook Holdings, LLC. Interview documentation is included in Appendix J. 4.1 TITLE RECORDS The User did not contract UES to acquire a chain-of-title for the subject property, nor was one provided to UES during this assessment. Chain-of-title records typically contain information regarding historical site ownership. Therefore, UES did not review chain-of-title information during this assessment. The User should obtain these records to be compliant with the ASTM Standard Practice E1527‐13 and be afforded CERCLA protection for this assessment. 1369 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 6 of 18 4.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS The User did not indicate having any knowledge regarding environmental liens or activity and use limitations (AULs) on the subject property that are filed or recorded under Federal, Tribal, State or local laws. UES obtained an Environmental Lien report from Security First Title Resource. The search is from available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls. According to the information provided by Security First Title Resource, no environmental liens or other AULs were found for the subject property. A copy of the Environmental Lien Report is contained in Appendix C following the property appraiser records. 4.3 SPECIALIZED KNOWLEDGE The User did not indicate having any information regarding specialized knowledge or experience that may pertain to RECs in connection with the subject property. 4.4 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES The User indicated that the purchase price of the subject property is at fair market value. 4.5 OWNER, PROPERTY MANAGER, AND OCCUPANT INFORMATION The User indicated the subject property is owned and occupied by Ms. Juanita D Blumberg. 4.6 REASON FOR PERFORMING PHASE I ESA The User indicated the reason UES was contracted to perform this Phase I ESA was to purchase the subject property. 4.7 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION ABOUT THE PROPERTY The User did not indicate having any information regarding any specific chemicals that are present or were once present at the subject property, spills or other chemical releases that have taken place at the subject, or any environmental cleanups that have taken place at the subject property. 4.8 ADDITIONAL INFORMATION The User provided the Phase II Limited Soil Evaluation (LSE) dated November 12, 2020 written by (Project No. 0140.2000386.0000; Report No. 1818455) for Storybook Holdings, LLC. Field analysis of the soil did not detect organic vapors greater than 0.0 parts per million (ppm) in all field soil samples. The laboratory did not detect concentrations above the State limit. Based on the field and laboratory analysis, the potential for the soil on the subject property to be impacted by arsenic, pesticide, or petroleum in the former citrus grove area or at the potential mixing area is low. 5.0 RECORDS REVIEW The purpose of the records review is to obtain and review records that will help identify RECs in connection with the subject property. Accuracy and completeness of record information varies among information sources, including governmental sources. Record information is often inaccurate or incomplete. Standard sources that are reasonably ascertainable were reviewed by UES for this Phase I ESA. 1370 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 7 of 18 5.1 STANDARD ENVIRONMENTAL RECORD SOURCES As a part of this assessment, we reviewed information sources to obtain existing information pertaining to a release of hazardous substances or petroleum products on or near the subject property. UES obtained a ASTM regulatory database report from Environmental Data Resources (EDR), which is provided in Appendix D. UES also reviewed other available standard environmental record sources at the Florida Department of Environmental Protection (FDEP), as needed. Table 2 lists the approximate minimum search distances used during this assessment in review of the regulatory database, as set forth in ASTM E1527-13. Table 2 Approximate Minimum Search Distances - ASTM E1527-13 Source Search Distance Number of Listings Federal NPL Site List (National Priorities List) 1.0 mile 0 Federal Delisted NPL Site List 0.5 mile 0 Federal CERCLIS List (Comprehensive Environmental Response Compensation and Liability Act of 1980) 0.5 mile 0 Federal CERCLIS NFRAP Site List 0.5 mile 0 Federal RCRA CORRACTS Facilities List (Resource Conservation and Recovery Act) 1.0 mile 0 Federal RCRA non-CORRACTS TSD Facilities List 0.5 mile 0 Federal RCRA Generators List Site and Adjoining Parcels 1 Federal Institutional Control/Engineering Control Registries Site only 0 Federal ERNS List (Emergency Response Notification System) Site only 0 States and Tribal Lists of Hazardous Waste Sites identified for investigation or remediation: State and Tribal-equivalent NPL 1.0 mile 0 State and Tribal-equivalent CERCLIS 0.5 mile 0 State and Tribal Landfill and/or Solid Waste Disposal Site Lists 0.5 mile 0 State and Tribal Leaking Storage Tanks Lists 0.5 mile 3 State and Tribal Registered Storage Tank Lists Site and Adjoining Parcels 3 State and Tribal Institutional Control/Engineering Control Registries Site only 0 State and Tribal Voluntary Cleanup Sites 0.5 mile 2 State and Tribal Brownfield Sites 0.5 mile 2 The subject property is not listed on any ASTM regulatory databases (federal or state) and appears within a Brownfield area. A summary of information regarding pertinent facilities is provided in Table 3. The other facilities identified in the EDR report are not considered to present RECs in connection with the subject property based on their distance from the subject property, lack of documented contamination, 1371 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 8 of 18 or current regulatory status. Please refer to the regulatory database report in Appendix D for additional details and the FDEP Waste Cleanup Application, Contamination Locator Map (Map Direct) in Appendix E for details. Table 3 Facilities Identified Within Minimum Search Distances Facility Location Database File Review Summary Town Center S.E.E.D./ Brownfield City of Winter Springs ID# BF590803000 Subject Property & Adjoining Property Brownfield This facility was declared a brownfield in September 2008 by the City of Winter Springs. The purpose of this designation is to encourage redevelopment of properties in the district through tax benefits and other resources for cleanup of any contamination. Eligibility requirements and details of the program are available through the FDEP Central District Waste Cleanup Section. This area does not appear as a REC in connection with the subject property at this time. Winter Springs High School 130 Tuskawilla Rd Winter Springs ID# 59-9813093 ID# FLR000147058 North Adjoining Property Elevation: Approximately 30 feet AST RCRA- CESQG This facility registered as a waste generator in May 2008. No hazardous waste inspections were available to be reviewed. A violation or concern has not been reported. This facility is a county government fuel user that maintains a 750-gal diesel AST for an emergency generator that was installed in July 1997. The August 2019 tank inspection indicates the AST is in compliance. A discharge has not been reported. Based on the lack of a reported discharge, the potential for this listing to adversely impact the subject property appears to be low. Publix Super Market #62 1160 E SR 434 Winter Springs ID# 59-9809815 South Adjoining Property Elevation: Approximately 30 feet AST This facility is a non-retail fuel user that maintains a 1,000-gal diesel emergency generator AST that was installed on an unknown date. The September 2019 tank inspection indicates the AST is in compliance. A discharge has not been reported. Based on the lack of a reported discharge, the potential for this listing to adversely impact the subject property appears to be low. 1372 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 9 of 18 Table 3 Facilities Identified Within Minimum Search Distances Facility Location Database File Review Summary Winter Springs City – City Hall 1126 E Hwy 434 Winter Springs, FL ID# 59-8731664 Approximately 600 feet West Elevation: Approximately 40 feet AST UST LUST This facility is a local government fuel user that formerly maintained a 10,000-gal gasoline UST (installed in April 1985; removed in September 2007) and a 1,000-gal diesel emergency generator UST (installed in April 1985; removed in May 2009). It maintains a 1,000-gal diesel emergency generator AST that was installed in May 2009. The December 2019 tank inspection indicates the AST is in compliance. A discharge was reported in May 2003. The release is ineligible for state funds for assessments or cleanup. In July 2003, approximately 23 tons of soil was removed from the facility Groundwater monitoring conducted from February 2004 to September 2008. The historical groundwater flow direction is north. A Site Rehabilitation Completion Order (SRCO) was issued to this facility in October 2008. Based on the resolution of the discharge, the potential for this listing to adversely impact the subject property appears to be low. In addition to reviewing the regulatory database report, UES performed reconnaissance of the subject property vicinity to identify any sites not mapped by EDR due to inadequate or inaccurate address information and to look for unregistered facilities. No petroleum storage facilities or facilities suspected to use or generate hazardous materials were observed in the near vicinity of the subject property during field reconnaissance performed by UES. 5.2 ADDITIONAL ENVIRONMENTAL RECORDS The FDEP Ethylene Dibromide (EDB) Application Zone Delineation Map indicates EDB-impacted groundwater has not been identified in the geographical section in which the subject property is located. EDB was formerly used in citrus grove applications as a fumigant against nematodes and is a known carcinogen. Please refer to the FDEP Map Direct map in Appendix E for details. 5.3 PHYSICAL SETTING SOURCES The USGS topographic quadrangle map, Soil Survey report, and regulatory files available regarding properties of environmental concern in the subject property vicinity were reviewed as sources for obtaining information regarding the physical setting of the subject property and surrounding vicinity. 5.3.1 TOPOGRAPHY The USGS topographic quadrangle map titled "Casselberry, FL" was referenced as a source for obtaining information regarding the physical setting of the subject property and surrounding vicinity. The subject 1373 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 10 of 18 property is located at an elevation of approximately 40 feet above sea level. The existing topography is sloped east. A copy of the USGS Quadrangle Map is provided as the Site Location Map in Appendix A. 5.3.2 SOILS/GEOLOGY The general geology of Seminole County is characterized by 30 to 50 feet of undifferentiated fine to medium grained sands and clayey sands of Holocene age overlying the Miocene age Hawthorn Group. The Hawthorn is approximately 100 feet thick and is comprised of interbedded layers of clay, clayey sand, sandy clay, and phosphatic carbonates. The underlying Tertiary age carbonates gently dip east under an increasing thickness of younger sediments. According to the United States Department of Agriculture (USDA), Soil Conservation Service, Soil Survey of Seminole County, Florida, the surficial soils of the subject property are classified as EauGallie and Immokalee fine sands, Paola-St. Lucie sands, 0 to 5 percent slopes, Pomello fine sand (0 to 5 percent slopes), St. Johns and EauGallie fine sands, and Tavares-Millhopper fine sands (0 to 5 percent slopes). The soils are classified as being poorly drained, excessively drained, moderately well drained, poorly drained, and well drained respectively. A soil map is provided in Appendix E. 5.3.3 HYDROGEOLOGY The general hydrogeology of Seminole County includes an unconfined surficial aquifer separated from the Floridan aquifer by the Hawthorn Group. The surficial aquifer is recharged by rainfall and can yield small to moderate amounts of water to small diameter wells. The Floridan aquifer may reach 2,000 feet in thickness and is the primary source of the public water supply. The direction of the surficial aquifer flow usually follows the topography of the land and flows toward surface bodies of water. Actual local groundwater flow direction can be influenced by factors such as surface topography, surface water bodies, underground structures, seasonal fluctuations in rainfall, soil and bedrock geology, and nearby production wells. Site-specific groundwater flow can only be determined by the installation of piezometers. Based upon findings from nearby subsurface assessments in the vicinity of the subject property, the direction of shallow groundwater flow is likely to the north in the vicinity of the subject property. 5.4 HISTORICAL USE INFORMATION ON THE PROPERTY AND SURROUNDING AREA The subject property operated as agricultural property (citrus grove) from the 1940’s until the 1990’s. A small shed appeared on the east edge of citrus grove from the 1940’s until the early 1970’s. The property operated as residential land (home) in the 1970’s. It appeared as only residential land from the 2000’s through the present day. The surrounding area operated as agricultural property (citrus grove), residential property (home), and vacant property in the 1940’s. Government property (school) appeared to the north in the mid 1990’s. Commercial property (retail and restaurant) appeared to the south in the 2000’s. The area appeared to be commercial property (restaurant and retail), government property (school), and residential property (apartments, condominiums, and homes) from the 2000’s through the present day. 5.4.1 AERIAL PHOTOGRAPH REVIEW In order to evaluate the previous land uses of the subject property and surrounding area, a series of aerial photographs was reviewed. The aerial photographs provide a progressive overview of the subject property and adjoining properties. UES reviewed aerial photographs available from the University of Florida Digital Collections, the Florida Department of Transportation (FDOT), and Google Earth. The Site 1374 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 11 of 18 Plan is available for review in Appendix A. Descriptions of UES observations are outlined in Table 4. Copies of the aerial photographs reviewed are presented in Appendix F. Table 4 Summary of Aerial Photographs Observations Photograph Remarks Date Quality 1940 Fair A citrus grove appears on the subject property, north adjoining property, and south adjoining property. A small shed type structure appears on the subject property on the east side of the grove by the entrance trail. A home appears on the south adjoining property. The east and west adjoining properties appear to be trees and general vegetation. Tuskawilla Road and a railroad track appear to the east. Lake Jessup appears to the north. 1948 Fair No significant changes were observed since the previous aerial photograph. 1957 Fair Additional structures appear on the south adjoining property. 1964 Good Additional structures appear on the south adjoining property. 1966 1970 Good No significant changes were observed since the previous aerial photograph. 1974 Good The small shed no longer appears on the subject property. A home appears on the subject property. 1978 Good The 1940 structure appears to be replaced by a new home on the south adjoining property. 1983 Good No significant changes were observed since the previous aerial photograph. 1989 Good Structures appear on the north adjoining property. 1994 Good The subject property appears to be used as a vegetation debris storage area. The school and access road appear on the north adjoining property. 1997 Good No significant changes were observed since the previous aerial photograph. 2002 Good The subject property no longer appears to be maintained as a citrus grove. Construction of Blumberg Road and the retail area appear to the south. 2006 Good The retail area appears to the south. Bear Spring Road appears on the west adjoining property. 2009 Good The condominium appears on the south adjoining property. 2014 Good No significant changes were observed since the 2009 aerial photograph. 2019 Good Apartments appear on the west adjoining property. 5.4.2 PROPERTY OWNERSHIP RECORDS The Seminole County Property Appraiser identified the current owner of the subject property as Ms. Juanita Blumberg. The property appraiser information is presented in Appendix C. The User did not contract UES to acquire a chain-of-title report for the subject property, which typically contains information regarding historical site ownership. The User should obtain these records to be compliant with the ASTM Standard Practice E1527‐13 and be afforded CERCLA protection for this assessment. 1375 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 12 of 18 5.4.3 FIRE INSURANCE MAP REVIEW A Fire Insurance Map (generated by the Sanborn Map Company) was not available for the subject property. A copy of the no coverage letter is provided in Appendix G. 5.4.4 CITY DIRECTORY REVIEW UES obtained a City Directory search report through Environmental Data Resources (EDR). The report is a list of publications that contain former businesses at the subject property and the adjoining properties in the recommended five-year interval. A copy of the EDR report is contained in Appendix H. The subject property and adjoining properties did not appear in the report. 5.4.5 LAND USE RECORDS The Seminole County Property Appraiser listed the property use of the subject property as 01-Single Family. The property appraiser information is presented in Appendix C. 5.4.6 OTHER HISTORICAL SOURCES No other historical sources were reviewed in preparation of this Phase I ESA. 6.0 VAPOR MIGRATION Vapor migration refers to the movement of hazardous substances or petroleum products vapor in the subsurface. A vapor encroachment condition (VEC) is defined as the presence or likely presence of chemicals of concern (COC) vapors in the subsurface of the subject property caused by the release of vapors from contaminated soil or groundwater or both either on or near the subject property. UES conducted a Tier 1 Vapor Encroachment Screening (VES) for the subject property in accordance with ASTM E 2600-15. The Tier 1 screening process utilizes the information collected as part of this Phase I ESA. The Area of Concern for the purpose of this VES is 1/3 mile (1,760 feet) for COC and 1/10 mile (528 feet) for petroleum hydrocarbon COC. The approximate minimum search distances for Federal, Tribal and State-listed facilities surrounding the subject property are presented in Table 5. Table 5 Approximate Minimum Search Distance Surrounding the Subject Property – ASTM E2600-15 Source COC Petroleum Hydrocarbon COC Federal NPL Site List 1/3 mile 1/10 mile Federal CERCLIS List 1/3 mile 1/10 mile Federal RCRA CORRACTS Facilities List 1/3 mile 1/10 mile Federal RCRA Non-CORRACTS TSD Facilities List 1/3 mile 1/10 mile Federal RCRA Generators List Subject property only Subject property only Federal Institutional Control/Engineering Control Registries Subject property only Subject property only Federal ERNS List Subject property only Subject property only State and Tribal Equivalent NPL 1/3 mile 1/10 mile State and Tribal Equivalent CERCLIS 1/3 mile 1/10 mile 1376 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 13 of 18 Table 5 Approximate Minimum Search Distance Surrounding the Subject Property – ASTM E2600-15 Source COC Petroleum Hydrocarbon COC State and Tribal Landfill and/or Solid Waste Disposal Site Lists 1/3 mile 1/10 mile State and Tribal Leaking UST/AST Lists 1/3 mile 1/10 mile State and Tribal UST/AST Lists Subject property only Subject property only State and Tribal Institutional Control/Engineering Control Registries Subject property only Subject property only State and Tribal Voluntary Cleanup Sites 1/3 mile 1/10 mile State and Tribal Brownfield Sites 1/3 mile 1/10 mile Based on our regulatory records review detailed in Section 5.0, a facility with documented contamination is not located within the Area of Concern and therefore a VEC is unlikely. 7.0 INFORMATION FROM SITE RECONNAISSANCE On November 2, 2020, a site reconnaissance of the subject property was completed by Mr. Chris McCormick of UES. The purpose was to evaluate the current conditions of the subject property and to obtain information indicating the likelihood of identifying RECs in connection with the subject property. 7.1 METHODOLOGY The reconnaissance included walking the accessible portions of the subject property. Property use and significant features are indicated on the Site Plan contained in Appendix A. Representative site photographs are included in Appendix I. 7.2 GENERAL SITE SETTING The general site setting is characterized by commercial property (restaurant, retail, and vacant), government property (school and trail), residential property (apartments, condominiums, and homes). The subject property is residential land containing a home, studio, two sheds, a small greenhouse, landscaping, trees, and general vegetation. Access to the property is provided by Bear Springs Drive, Tuskawilla Road, Blumberg Boulevard. and school access road. 7.3 SITE OBSERVATIONS Site features observed, encountered, or suspected during our site visit are summarized in Table 6 and discussed in the following sections. Table 6 Site Reconnaissance Summary Concern Observed Summary Yes No Limiting Conditions  The interior of the home and a shed were not viewed the day of our site reconnaissance. The subject property owner indicated during the site visit that containers of petroleum and hazard substances are not stored 1377 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 14 of 18 Table 6 Site Reconnaissance Summary Concern Observed Summary Yes No inside structures. Based on the known use of these structures and the owner’s statement, our inability to observe these interiors do not appear to be significant to the findings of this report and does not appear to constitute a data failure. Buildings  Single-story home (built in 1973), studio (built in 1973), two sheds, and a greenhouse. Current Tenant Operations  Home Past Tenant Operations  Home Drinking Water Source  Private wells provide potable water Wastewater Discharge Source  The owner indicated the home and studio are connected to a septic system (septic tank and drainfield). Heating and Cooling Sources  The interior of the building is heated and cooled with a central heating, ventilation and air conditioning (HVAC) system. The HVAC system is powered by electricity. A heating oil aboveground storage tank (AST) also provides a heating source. Floor Drains  Polychlorinated Biphenyls (PCBs)  A pole mounted transformer was observed on the east property line. A non-polychlorinated biphenyl (NON-PCB) indicator was not observed on its exterior. No evidence of a discharge was identified in the area. The transformer is owned and operated by the electric company who would be responsible for any leaks or spills. Hazardous Substances  Petroleum Products  Gasoline and heating oil Storage Tanks  An active heating oil AST was observed on the west side of the home. The AST was in contact with soil and a discharge was not observed in the area. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. A closed in place heating oil UST was observed on the southwest side of the home. The owner indicated the UST was abandoned using sand and is not aware of any leakage. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. Odors  Pools of Liquids  Drums  Containers  Portable fuel containers were observed in a shed 1378 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 15 of 18 Table 6 Site Reconnaissance Summary Concern Observed Summary Yes No Unidentified Substance Containers  Stains or Corrosion on Floors, Walls or Ceilings  Sumps  Pits, Ponds or Lagoons  Stained Soil  Stained Pavement  Stressed Vegetation  Wells  Private wells were observed by the home and studio Solid Waste  Construction Debris  Imported Soil Stockpile  Additional Notable Site Features  Adjacent and Nearby Properties  8.0 INTERVIEWS 8.1 INTERVIEW WITH OWNER UES was provided an Owner Questionnaire completed by the owner Ms. Juanita Blumberg. The owner indicated that petroleum products are used and stored on the property and hazardous waste is not stored or used on the property. The owner identified an active heating oil AST and an abandoned heating oil UST. The owner indicated the UST was abandoned using sand and is not aware of any leakage. The owner also indicated a citrus grove appeared on the property. The owner’s knowledge of the property has been incorporated within this Phase I ESA report. Interview documentation is included in Appendix J. 8.2 INTERVIEW WITH SITE MANAGER A site manager was not identified by the owner in connection with the subject property. 8.3 INTERVIEWS WITH OCCUPANTS The subject property was occupied by the owner at the time of the evaluation. Interview documentation is included in Appendix J. 1379 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 16 of 18 8.4 INTERVIEWS WITH LOCAL GOVERNMENT OFFICIALS UES did not personally contact any local government officials in regards to the subject property. Governmental agency records were available on the FDEP OCULUS website. Please refer to Appendix K for reference information. 8.5 INTERVIEW WITH USER UES was provided a User Questionnaire completed by Mr. Jose Chaves with Storybook Holdings, LLC. The User’s knowledge of the property has been incorporated within this Phase I ESA report. Refer to Section 3.0 for interview information. Interview documentation is included in Appendix J. 8.6 INTERVIEW WITH OTHERS No other interviews were conducted in preparation of this Phase I ESA. 9.0 FINDINGS AND OPINIONS Based on UES’ field observations, historical research, public records review and interviews conducted in accordance with ASTM format E1527-13, the findings and opinions of this Phase I ESA are as follows: 1. The following RECs and BER were identified in connection with the subject property: o REC: An active heating oil AST was observed on the west side of the home. The AST was in contact with soil and a discharge was not observed in the area. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. The provided Phase II Limited Soil Evaluation (LSE) indicates the soil was field and laboratory analyzed for petroleum. Based on the analysis, the potential for the soil on the subject property to be impacted by petroleum is low. See Section 4.8 for additional information. o REC: A closed in place heating oil UST was observed on the southwest side of the home. The owner indicated the UST was abandoned using sand and is not aware of any leakage. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. The provided Phase II LSE indicates the soil was field and laboratory analyzed for petroleum. Based on the analysis, the potential for the soil on the subject property to be impacted by petroleum is low. See Section 4.8 for additional information. o REC: The subject property operated as agricultural property (citrus grove) containing a small structure. Small structures observed on a citrus grove may have operated as an irrigation well pump house/mixing station. The well pump may have been operated by a diesel motor powered by fuel typically stored in a tank next to the pump. Poor storage and handling of the fuel may result as a release to the subject property. Mixing stations are locations where the improper handling and storage of agricultural compounds may have resulted in a release and adversely impacted the subject property. The provided Phase II Limited Soil Evaluation (LSE) indicates the soil was field analyzed for petroleum and laboratory analyzed for arsenic, pesticides, and petroleum. Based on the analysis, the potential for the soil on the subject property to be impacted by arsenic, pesticides, and petroleum is low. See Section 4.8 for additional information. 1380 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 17 of 18 o BER: The subject property was historically developed for agricultural use with a citrus grove. This operation includes the use of agricultural compounds. Proper storage, handling, and application of approved compounds do not constitute a REC. Improper or long term application of agricultural compounds has been shown, at times, to leave these compounds in the soil above the recommended exposure levels established by the Florida Department of Environmental Protection (FDEP). The provided Phase II LSE indicates the soil was laboratory analyzed for arsenic and pesticides. Based on the analysis, the potential for the soil on the subject property to be impacted by arsenic and pesticides is low. See Section 4.8 for additional information. o A Phase II Limited Soil Evaluation was completed by UES on November 2, 2020. (UES Report 1818455, November 12, 2020). Soil analytical results did not indicate impacts to the soils and no further action is warranted. 2. No RECs, CRECs, HRECs, de minimis conditions, VECs, or BERs were identified in connection with the subject property. 3. The subject property is not listed on any federal or state databases and appears within a Brownfield area. This area does not appear as a REC in connection with the subject property at this time. 4. Facilities located within the ASTM search distances were identified on the federal and state databases. Based on the findings of the regulatory records review, the potential for these facilities to have adversely impacted the subject property is considered low. The User of this report is required to ensure that continuing obligations are followed after purchase or acquisition of the subject property. Any land use restrictions in effect at the subject property must be maintained. The User should ensure that all parties at the subject property are following best management practices and taking “reasonable steps” with respect to preventing and limiting exposure to any hazardous substance releases on the subject property. In the event of a future release on the subject property, the property owner or responsible party should report it to the appropriate regulatory agency. Full cooperation must be provided to any parties authorized to conduct assessments or responses to the site. 10.0 CONCLUSIONS We have performed a Phase I ESA in conformance with the scope and limitations of ASTM Practice E1527- 13 of the property located at 141 Bear Springs Drive in Winter Springs, Seminole County, Florida 32708. Any exceptions to or deletions from this practice are described in Sections 1.2, 1.3, and 1.4 of this report. This assessment concludes that no evidence of CRECs, HRECs, de minimis conditions, or VECs have been identified in connection with the subject property. However, UES identified the following RECs and BERs on the subject property: • REC: An active heating oil AST was observed on the west side of the home. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. Field and laboratory soil analysis did not detect petroleum concentrations exceeding State limits. Based on the analysis, the potential for the soil on the subject property to be impacted by petroleum is low. 1381 Phase I ESA – Residential Property UES Project No. 0140.2000386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 18 of 18 • REC: A closed in place heating oil UST was observed on the southwest side of the home. Long term storage of petroleum is considered an environmental concern due to the potential for leakage or overfills. Field and laboratory soil analysis did not detect petroleum concentrations exceeding State limits. Based on the analysis, the potential for the soil on the subject property to be impacted by petroleum is low • REC: The subject property operated as agricultural property (citrus grove) containing a potential pump/ mixing area. Improper handling and storage of fuel and agricultural compounds may have resulted in a release and adversely impacted the subject property. Field and laboratory soil analysis did not detect arsenic, pesticides, or petroleum concentrations exceeding State limits. Based on the analysis, the potential for the soil on the subject property to be impacted by arsenic, pesticides, or petroleum is low. • BER: The subject property operated as agricultural property (citrus grove). Improper or long term application of agricultural compounds has been shown, at times, to remain in the soil above the recommended exposure levels established by the FDEP. Laboratory soil analysis did not detect arsenic or pesticides concentrations exceeding State limits. Based on the analysis, the potential for the soil on the subject property to be impacted by arsenic or pesticides is low. A Phase II Limited Soil Evaluation was completed by UES on November 2, 2020. (UES Report 1818455, November 12, 2020). Soil analytical results did not indicate impacts to the soils and no further action is warranted. 11.0 DEVIATIONS UES prepared this Phase I ESA in compliance with ASTM E1527-13. Data gaps encountered in the preparation of this Phase I ESA are included in Section 1.4. 12.0 ADDITIONAL SERVICES Under the terms of the agreement between UES and Storybook Holdings, LLC, Project Finance and Development, no other services beyond the Phase I ESA were performed as part of this assessment. 13.0 REFERENCES References reviewed during the Phase I ESA are documented in Appendix K. 14.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS Please refer to the certification page for signatures of the environmental professionals who prepared and reviewed this Phase I ESA. 15.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS This assessment was completed by Chris McCormick, Environmental Project Manager, and reviewed by Michael J. Geden, P.G., both employees of Universal Engineering Sciences. We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312. We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Qualifications of personnel participating in this assessment are provided in Appendix L. 1382 APPENDIX A 1383   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 1                                                                                              Legend   Subject Property    Image Source: USGS Quadrangle Map “Casselberry, FL”  SITE LOCATION PLAN 1384   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 2                                                                                                Legend   Subject Property   Note: 2019 Image provided by Google Earth  SITE PLAN Pond Retail Shopping Center Home Home AST Apartment High School UST Studio Sheds Vacant Vacant 1385   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 3                                                                                                Legend   Subject Property   Note: 2019 Image provided by Google Earth  AREA PLAN Pond Retail Home Apartment High School Vacant Vacant Apartment 1386 APPENDIX B 1387 Universal Engineering Sciences, LLC GENERAL CONDITIONS SECTION 1: RESPONSIBILITIES 1.1 Universal Engineering Sciences, LLC, Universal Engineering Inspections, LLC, and GFA International Inc. (“UES”), have the responsibility for providing the services described under the Scope of Services section. The work is to be performed according to accepted standards of care and is to be completed in a timely manner. The term "UES" as used herein includes all of Universal Engineering Sciences, LLC, Universal Engineering Inspections, LLC, GFA International, Inc., its’ agents, employees, professional staff, and subcontractors. 1.2 The Client or a duly authorized representative is responsible for providing UES with a clear understanding of the project nature and scope. The Client shall supply UES with sufficient and adequate information, including, but not limited to, maps, site plans, reports, surveys and designs, to allow UES to properly complete the specified services. The Client shall also communicate changes in the nature and scope of the project as soon as possible during performance of the work so that the changes can be incorporated into the work product. 1.3 The Client acknowledges that UES’s responsibilities in providing the services described under the Scope of Services section is limited to those services described therein, and the Client hereby assumes any collateral or affiliated duties necessitated by or for those services. Such duties may include, but are not limited to, reporting requirements imposed by any third party such as federal, state, or local entities, the provision of any required notices to any third party, or the securing of necessary permits or permissions from any third parties required for UES’s provision of the services so described, unless otherwise agreed upon by both parties. 1.4 Universal will not be responsible for scheduling our services and will not be responsible for tests or inspections that are not performed due to a failure to schedule our services on the project or any resulting damages. 1.5 PURSUANT TO FLORIDA STATUTES §558.0035, ANY INDIVIDUAL EMPLOYEE OR AGENT OF UES MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE. SECTION 2: STANDARD OF CARE 2.1 Services performed by UES under this Agreement will be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of UES's profession practicing contemporaneously under similar conditions in the locality of the project. No other warranty, express or implied, is made. 2.2 The Client recognizes that subsurface conditions may vary from those observed at locations where borings, surveys, or other explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by UES will be based solely on information available to UES at the time of service. UES is responsible for those data, interpretations, and recommendations, but will not be responsible for other parties’ interpretations or use of the information developed. 2.3 Execution of this document by UES is not a representation that UES has visited the site, become generally familiar with local conditions under which the services are to be performed, or correlated personal observations with the requirements of the Scope of Services. It is the Client’s responsibility to provide UES with all information necessary for UES to provide the services described under the Scope of Services, and the Client assumes all liability for information not provided to UES that may affect the quality or sufficiency of the services so described. 2.4 Should UES be retained to provide threshold inspection services under Florida Statutes §553.79, Client acknowledges that UES’s services thereunder do not constitute a guarantee that the construction in question has been properly designed or constructed, and UES’s services do not replace any of the obligations or liabilities associated with any architect, contractor, or structural engineer. Therefore it is explicitly agreed that the Client will not hold UES responsible for the proper performance of service by any architect, contractor, structural engineer or any other entity associated with the project. SECTION 3: SITE ACCESS AND SITE CONDITIONS 3.1 Client will grant or obtain free access to the site for all equipment and personnel necessary for UES to perform the work set forth in this Agreement. The Client will notify any and all possessors of the project site that Client has granted UES free access to the site. UES will take reasonable precautions to minimize damage to the site, but it is understood by Client that, in the normal course of work, some damage may occur, and the correction of such damage is not part of this Agreement unless so specified in the Proposal. 3.2 The Client is responsible for the accuracy of locations for all subterranean structures and utilities. UES will take reasonable precautions to avoid known subterranean structures, and the Client waives any claim against UES, and agrees to defend, indemnify, and hold UES harmless from any claim or liability for injury or loss, including costs of defense, arising from damage done to subterranean structures and utilities not identified or accurately located. In addition, Client agrees to compensate UES for any time spent or expenses incurred by UES in defense of any such claim with compensation to be based upon UES's prevailing fee schedule and expense reimbursement policy. SECTION 4: SAMPLE OWNERSHIP AND DISPOSAL 4.1 Soil or water samples obtained from the project during performance of the work shall remain the property of the Client. 4.2 UES will dispose of or return to Client all remaining soils and rock samples 60 days after submission of report covering those samples. Further storage or transfer of samples can be made at Client's expense upon Client's prior written request. 4.3 Samples which are contaminated by petroleum products or other chemical waste will be returned to Client for treatment or disposal, consistent with all appropriate federal, state, or local regulations. SECTION 5: BILLING AND PAYMENT 5.1 UES will submit invoices to Client monthly or upon completion of services. Invoices will show charges for different personnel and expense classifications. 5.2 Payment is due 30 days after presentation of invoice and is past due 31 days from invoice date. Client agrees to pay a finance charge of one and one-half percent (1 ½ %) per month, or the maximum rate allowed by law, on past due accounts. 5.3 If UES incurs any expenses to collect overdue billings on invoices, the sums paid by UES for reasonable attorneys' fees, court costs, UES's time, UES's expenses, and interest will be due and owing by the Client. SECTION 6: OWNERSHIP AND USE OF DOCUMENTS 6.1 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by UES, as instruments of service, shall remain the property of UES. 6.2 Client agrees that all reports and other work furnished to the Client or his agents, which are not paid for, will be returned upon demand and will not be used by the Client for any purpose. 6.3 UES will retain all pertinent records relating to the services performed for a period of five years following submission of the report, during which period the records will be made available to the Client at all reasonable times. 6.4 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by UES, are prepared for the sole and exclusive use of Client, and may not be given to any other party or used or relied upon by any such party without the express written consent of UES. 1388 SECTION 7: DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS 7.1 Client warrants that a reasonable effort has been made to inform UES of known or suspected hazardous materials on or near the project site. 7.2 Under this agreement, the term hazardous materials include hazardous materials (40 CFR 172.01), hazardous wastes (40 CFR 261.2), hazardous substances (40 CFR 300.6), petroleum products, polychlorinated biphenyls, and asbestos. 7.3 Hazardous materials may exist at a site where there is no reason to believe they could or should be present. UES and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work. UES and Client also agree that the discovery of unanticipated hazardous materials may make it necessary for UES to take immediate measures to protect health and safety. Client agrees to compensate UES for any equipment decontamination or other costs incident to the discovery of unanticipated hazardous waste. 7.4 UES agrees to notify Client when unanticipated hazardous materials or suspected hazardous materials are encountered. Client agrees to make any disclosures required by law to the appropriate governing agencies. Client also agrees to hold UES harmless for any and all consequences of disclosures made by UES which are required by governing law. In the event the project site is not owned by Client, Client recognizes that it is the Client's responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous materials. 7.5 Notwithstanding any other provision of the Agreement, Client waives any claim against UES, and to the maximum extent permitted by law, agrees to defend, indemnify, and save UES harmless from any claim, liability, and/or defense costs for injury or loss arising from UES's discovery of unanticipated hazardous materials or suspected hazardous materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by UES which are found to be contaminated. SECTION 8: RISK ALLOCATION 8.1 Client agrees that UES's liability for any damage on account of any breach of contract, error, omission or other professional negligence will be limited to a sum not to exceed $50,000 or UES’s fee, whichever is greater. If Client prefers to have higher limits on contractual or professional liability, UES agrees to increase the limits up to a maximum of $1,000,000.00 upon Client’s written request at the time of accepting our proposal provided that Client agrees to pay an additional consideration of four percent of the total fee, or $400.00, whichever is greater. The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance. SECTION 9: INSURANCE 9.1 UES represents and warrants that it and its agents, staff and consultants employed by it, is and are protected by worker's compensation insurance and that UES has such coverage under public liability and property damage insurance policies which UES deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, UES agrees to indemnify and save Client harmless from and against loss, damage, or liability arising from negligent acts by UES, its agents, staff, and consultants employed by it. UES shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance or the limits described in Section 8, whichever is less. The Client agrees to defend, indemnify and save UES harmless for loss, damage or liability arising from acts by Client, Client's agent, staff, and other UESs employed by Client. SECTION 10: DISPUTE RESOLUTION 10.1 All claims, disputes, and other matters in controversy between UES and Client arising out of or in any way related to this Agreement will be submitted to alternative dispute resolution (ADR) such as mediation or arbitration, before and as a condition precedent to other remedies provided by law, including the commencement of litigation. 10.2 If a dispute arises related to the services provided under this Agreement and that dispute requires litigation instead of ADR as provided above, then: (a) the claim will be brought and tried in judicial jurisdiction of the court of the county where UES's principal place of business is located and Client waives the right to remove the action to any other county or judicial jurisdiction, and (b) The prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, court costs, attorneys’ fees, and other claim related expenses. SECTION 11: TERMINATION 11.1 This agreement may be terminated by either party upon seven (7) days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the written notice. In the event of termination, UES shall be paid for services performed to the termination notice date plus reasonable termination expenses. 11.2 In the event of termination, or suspension for more than three (3) months, prior to completion of all reports contemplated by the Agreement, UES may complete such analyses and records as are necessary to complete its files and may also complete a report on the services performed to the date of notice of termination or suspension. The expense of termination or suspension shall include all direct costs of UES in completing such analyses, records and reports. SECTION 12: ASSIGNS 12.1 Neither the Client nor UES may delegate, assign, sublet or transfer their duties or interest in this Agreement without the written consent of the other party. SECTION 13. GOVERNING LAW AND SURVIVAL 13.1 The laws of the State of Florida will govern the validity of these Terms, their interpretation and performance. 13.2 If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. Limitations of liability and indemnities will survive termination of this Agreement for any cause. SECTION 14. INTEGRATION CLAUSE 14.1 This Agreement represents and contains the entire and only agreement and understanding among the parties with respect to the subject matter of this Agreement, and supersedes any and all prior and contemporaneous oral and written agreements, understandings, representations, inducements, promises, warranties, and conditions among the parties. No agreement, understanding, representation, inducement, promise, warranty, or condition of any kind with respect to the subject matter of this Agreement shall be relied upon by the parties unless expressly incorporated herein. 14.2 This Agreement may not be amended or modified except by an agreement in writing signed by the party against whom the enforcement of any modification or amendment is sought. Rev. 3/26/2020 (Docs No.1758555) 1389 APPENDIX C 1390 11/3/2020 SCPA Parcel View: 26-20-30-5AR-0B00-028E https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=2620305AR0B00028E 1/2 Property Record Card Parcel:26-20-30-5AR-0B00-028E Property Address:141 BEAR SPRINGS DR WINTER SPRINGS, FL 32708 Parcel Information Parcel 26-20-30-5AR-0B00-028E Owner(s)BLUMBERG, JUANITA D - Trustee Property Address 141 BEAR SPRINGS DR WINTER SPRINGS, FL 32708 Mailing PO BOX 195430 WINTER SPGS, FL 32719-5430 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) Value Summary 2021 Working Values 2020 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $173,357 $171,191 Depreciated EXFT Value $1,472 $1,472 Land Value (Market)$1,089,000 $1,089,000 Land Value Ag Just/Market Value **$1,263,829 $1,261,663 Portability Adj Save Our Homes Adj $760,978 $770,118 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $502,851 $491,545 Tax Amount without SOH:$20,454.96 2020 Tax Bill Amount $7,298.89 Save Our Homes Savings:$13,156.07 * Does NOT INCLUDE Non Ad Valorem AssessmentsLegal Description PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON CURVE 244.59 FT S 26 DEG 28 MIN 45 SEC E 237.47 FT SELY ON CURVE 111.53 FT S 71 DEG 28 MIN 45 SEC E 253.56 FT SELY ON CURVE 17.87 FT S 59 DEG 55 MIN 05 SEC E 40.83 FT SLY ON CURVE 47.12 FT S 30 DEG 04 MIN 55 SEC W 261.86 FT SWLY ON CURVE 10.29 FT S 69 DEG 24 MIN 02 SEC W 53.25 FT N 60 DEG 43 MIN 32 SEC W 136.29 FT N 1 DEG 24 MIN 05 SEC W 498.39 FT N 18 DEG 35 MIN 55 SEC E 137.55 FT N 71 DEG 24 MIN 05 SEC W 293.20 FT N 200.02 FT N 83 DEG 31 MIN 22 SEC W 105.03 FT N 71 DEG 24 MIN 05 SEC W 162.54 FT N 18 DEG 35 MIN 55 SEC E 325.13 FT TO BEG (12.303 AC) BLK B D R MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$502,851 $50,500 $452,351 CITY WINTER SPRINGS $502,851 $50,500 $452,351 FIRE FUND $502,851 $50,500 $452,351 COUNTY GENERAL FUND $502,851 $50,500 $452,351 Schools $502,851 $25,500 $477,351 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 5/1/2005 05789 0941 $100 No Vacant PROBATE RECORDS 2/1/2003 04719 1663 $100 No Vacant Land Method Frontage Depth Units Units Price Land Value ACREAGE 12.1 $90,000.00 $1,089,000 Building Information + – 1391 11/3/2020 SCPA Parcel View: 26-20-30-5AR-0B00-028E https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=2620305AR0B00028E 2/2 4 2.5 # Description Year Built Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE FAMILY 1973 11 2,185 3,438 2,585 SIDING GRADE 3 $173,357 $237,475 Description Area OPEN PORCH FINISHED 30.00 UTILITY FINISHED 80.00 GARAGE FINISHED 743.00 BASE SEMI FINISHED 400.00 Permits Permit # Description Agency Amount CO Date Permit Date No Permits Permit data does not originate from the Seminole County Property Appraiser’s office. For details or questions concerning a permit, please contact the building department of the tax district in which the property is located. Extra Features Description Year Built Units Value New Cost FIREPLACE 1 7/1/1973 1 $672 $1,680 PATIO 2 7/1/1973 1 $800 $2,000 Zoning Zoning Zoning Descriptionun Future Land Use FutureLandUseDescription CITY CITY CITY CITY 1392 Seminole County GIS Date: 11/3/2020 Seminole County Property Appraiser This map is for informational purposes only and is not prepared for or suitable for legal, engineering or surveying purposes. No warranties; expressed or implied, are provided for the data herein, its use or interpretation. 0 0.015 0.03 0.045 0.060.0075 miE 1393 1394 1395 1396 1397 1398 1399 APPENDIX D 1400 FORM-LBD-BCS ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 141 Bear Springs Drive 141 Bear Springs Drive Winter Springs, FL 32708 Inquiry Number: 06252333.2r November 03, 2020 1401 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 47 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-8 Physical Setting Source Map Findings A-9 Physical Setting Source Records Searched PSGR-1 TC06252333.2r Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS 1402 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 141 BEAR SPRINGS DRIVE WINTER SPRINGS, FL 32708 COORDINATES 28.7009660 - 28˚ 42’ 3.47’’Latitude (North): 81.2624020 - 81˚ 15’ 44.64’’Longitude (West): Zone 17Universal Tranverse Mercator: 474368.3UTM X (Meters): 3174709.5UTM Y (Meters): 46 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5656107 CASSELBERRY, FLTarget Property Map: 2012Version Date: 5656135 OVIEDO, FLEast Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20151017, 20150806Portions of Photo from: USDASource: 1403 06252333.2r Page 2 8 SCRIMSHER PARCEL E SR 434 RESP PARTY Lower 2123, 0.402, SSE 7 HANDY WAY FOOD STORE 170 TUSCAWILLA RD LUST, UST, Financial Assurance Lower 1465, 0.277, SSW 6 1212 E. SR 434 DEBRI 1212 E. SR 434 SWF/LF Lower 1381, 0.262, South 5 MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 LUST, UST, CLEANUP SITES, DWM CONTAM, Financial... Lower 1349, 0.255, South 4 PUBLIX SUPER MARKET 1160 E SR 434 AST Higher 664, 0.126, SW 3 WINTER SPRINGS CITY- 1126 E HWY 434 LUST, UST, AST, Financial Assurance Lower 603, 0.114, West A2 WINTER SPRINGS HIGH 130 TUSKAWILLA RD AST Lower 12, 0.002, ESE A1 WINTER SPRINGS HIGH 130 TUSKAWILLA RD RCRA-VSQG Lower 12, 0.002, ESE Reg TOWN CENTER S.E.E.D. BROWNFIELDS Same 1 ft. MAPPED SITES SUMMARY Target Property Address: 141 BEAR SPRINGS DRIVE WINTER SPRINGS, FL 32708 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 1404 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROLS Institutional Controls Sites List 1405 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 4 Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent CERCLIS SHWS Florida’s State-Funded Action Sites State and tribal leaking storage tank lists LAST Leaking Aboveground Storage Tank Listing INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FF TANKS Federal Facilities Listing FEMA UST Underground Storage Tank Listing INDIAN UST Underground Storage Tanks on Indian Land TANKS Storage Tank Facility List State and tribal institutional control / engineering control registries ENG CONTROLS Institutional Controls Registry INST CONTROL Institutional Controls Registry State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing VCP Voluntary Cleanup Sites ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Recycling Centers INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register PRIORITYCLEANERS Priority Ranking List Fl Sites Sites List US CDL National Clandestine Laboratory Register PFAS PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid Local Land Records LIENS 2 CERCLA Lien Information 1406 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 5 Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS Oil and Hazardous Materials Incidents SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System DOCKET HWC Hazardous Waste Compliance Docket Listing UXO Unexploded Ordnance Sites ECHO Enforcement & Compliance History Information FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Permitted Facilities Listing ASBESTOS ASBESTOS CLEANUP SITES DEP Cleanup Sites - Contamination Locator Map Listing DEDB Ethylene Dibromide Database Results DRYCLEANERS Drycleaning Facilities Financial Assurance Financial Assurance Information Listing FL Cattle Dip. Vats Cattle Dipping Vats 1407 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 6 HW GEN Hazardous Waste Generators SITE INV SITES Site Investigation Section Sites Listing TIER 2 Tier 2 Facility Listing UIC Underground Injection Wells Database Listing NPDES Wastewater Facility Regulation Database MINES MRDS Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Auto EDR Exclusive Historical Auto Stations EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-VSQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 06/15/2020 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS HIGH 130 TUSKAWILLA RD ESE 0 - 1/8 (0.002 mi.) A1 8 1408 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 7 EPA ID:: FLR000147058 State and tribal landfill and/or solid waste disposal site lists SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Department of Environmental Protection’s Facility Directory (Solid Waste Facilities). A review of the SWF/LF list, as provided by EDR, has revealed that there is 1 SWF/LF site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 1212 E. SR 434 DEBRI 1212 E. SR 434 S 1/4 - 1/2 (0.262 mi.) 6 37 Database: SWF/LF, Date of Government Version: 07/13/2020 Facility-Site Id: 98367 Class Status: PRE-AUTHORIZED (B) State and tribal leaking storage tank lists LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Protection’s PCTO1--Petroleum Contamination Detail Report. A review of the LUST list, as provided by EDR, and dated 07/27/2020 has revealed that there are 3 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS CITY- 1126 E HWY 434 W 0 - 1/8 (0.114 mi.) 3 12 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: OPEN Facility-Site Id: 8731664 MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 S 1/4 - 1/2 (0.255 mi.) 5 24 Discharge Cleanup Status: RA - RA ONGOING Facility Status: OPEN Facility-Site Id: 9045623 HANDY WAY FOOD STORE 170 TUSCAWILLA RD SSW 1/4 - 1/2 (0.277 mi.) 7 38 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: CLOSED Facility-Site Id: 8516641 State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. Shortly after the September 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the UST list, as provided by EDR, has revealed that there is 1 UST site within 1409 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 8 approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS CITY- 1126 E HWY 434 W 0 - 1/8 (0.114 mi.) 3 12 Database: UST, Date of Government Version: 08/08/2020 Tank Status: B Facility-Site Id: 8731664 Facility Status: OPEN AST: Shortly after the Sept 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the AST list, as provided by EDR, has revealed that there are 3 AST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PUBLIX SUPER MARKET 1160 E SR 434 SW 1/8 - 1/4 (0.126 mi.) 4 22 Database: AST, Date of Government Version: 08/08/2020 Facility-Site Id: 9809815 Facility Status: OPEN Facility Status: OPEN PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS HIGH 130 TUSKAWILLA RD ESE 0 - 1/8 (0.002 mi.) A2 11 Database: AST, Date of Government Version: 08/08/2020 Facility-Site Id: 9813093 Facility Status: OPEN Facility Status: OPEN WINTER SPRINGS CITY- 1126 E HWY 434 W 0 - 1/8 (0.114 mi.) 3 12 Database: AST, Date of Government Version: 08/08/2020 Facility-Site Id: 8731664 Facility Status: OPEN Facility Status: OPEN State and tribal Brownfields sites BROWNFIELDS: Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. A review of the BROWNFIELDS list, as provided by EDR, has revealed that there is 1 BROWNFIELDS site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOWN CENTER S.E.E.D. 0 - 1/8 (0.000 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 06/29/2020 1410 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 9 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records DWM CONTAM: A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). A review of the DWM CONTAM list, as provided by EDR, and dated 07/14/2020 has revealed that there is 1 DWM CONTAM site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 S 1/4 - 1/2 (0.255 mi.) 5 24 Program Site Id: 9045623 RESP PARTY: Open, inactive and closed responsible party sites A review of the RESP PARTY list, as provided by EDR, and dated 06/22/2020 has revealed that there is 1 RESP PARTY site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SCRIMSHER PARCEL E SR 434 SSE 1/4 - 1/2 (0.402 mi.) 8 45 Site Status: CLOSED 1411 EXECUTIVE SUMMARY TC06252333.2r EXECUTIVE SUMMARY 10 There were no unmapped sites in this report. 1412 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1413 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1414 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR 0 0 0 0 1.000NPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 1 NR NR NR 0 1 0.250RCRA-VSQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROLS Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent CERCLIS 0 NR 0 0 0 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 1 NR NR 1 0 0 0.500SWF/LF State and tribal leaking storage tank lists 3 NR NR 2 0 1 0.500LUST 0 NR NR 0 0 0 0.500LAST 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FF TANKS TC06252333.2r Page 4 1415 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR 0 0 0.250FEMA UST 1 NR NR NR 0 1 0.250UST 3 NR NR NR 1 2 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250TANKS State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500ENG CONTROLS 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500VCP State and tribal Brownfields sites 1 NR NR 0 0 1 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR NR 0 0 0 0.500PRIORITYCLEANERS 0 NR 0 0 0 0 1.000Fl Sites 0 NR NR NR NR NR TPUS CDL 0 NR NR 0 0 0 0.500PFAS Local Land Records 0 NR NR NR NR NR TPLIENS 2 Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPSPILLS 0 NR NR NR NR NR TPSPILLS 90 0 NR NR NR NR NR TPSPILLS 80 Other Ascertainable Records 0 NR NR NR 0 0 0.250RCRA NonGen / NLR TC06252333.2r Page 5 1416 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR NR NR NR NR TPDOCKET HWC 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPECHO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR NR TPAIRS 0 NR NR NR NR NR TPASBESTOS 0 NR NR NR NR NR TPCLEANUP SITES 0 NR NR NR 0 0 0.250DEDB 0 NR NR NR 0 0 0.250DRYCLEANERS 1 NR NR 1 0 0 0.500DWM CONTAM 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR NR 0 0 0.250FL Cattle Dip. Vats 0 NR NR NR 0 0 0.250HW GEN 1 NR NR 1 0 0 0.500RESP PARTY 0 NR NR 0 0 0 0.500SITE INV SITES 0 NR NR NR NR NR TPTIER 2 0 NR NR NR NR NR TPUIC 0 NR NR NR NR NR TPNPDES 0 NR NR NR NR NR TPMINES MRDS TC06252333.2r Page 6 1417 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 0 NR NR NR NR 0 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA HWS 0 NR NR NR NR NR TPRGA LF 0 NR NR NR NR NR TPRGA LUST 12 0 0 5 1 6 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC06252333.2r Page 7 1418 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 524645.8859YCoord: 666787.081XCoord: 2220603.49Area: PAPERMethod: 248Object Id: CITY OF WINTER SPRINGSSource: 09/04/2008Resolution Date: 2008-36Resolution: 2220603.5Acreage: CENTRALDistrict: BF590803000Area id: CITY OF WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: TOWN CENTER S.E.E.D. / BROWNFIELDName: BROWNFIELDS AREAS: 1 ft. CITY OF WINTER SPRINGS, FL < 1/8 N/A BROWNFIELDSTOWN CENTER S.E.E.D. / BROWNFIELD S109353651 NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: DAWN CICCARELLOOperator Name: CountyOwner Type: SEMINOLE COUNTY SCHOOL BOARDOwner Name: WINTER SPRINGS, FL 32708-2831Mailing City,State,Zip: TUSKAWILLA RDMailing Address: CDState District: FLState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: CountyLand Type: 04EPA Region: ASST PRINCIPALContact Title: DALE_PHILLIPS@SCPS.K12.FL.USContact Email: Not reportedContact Fax: 407-320-8750Contact Telephone: WINTER SPRINGS, FL 32708-2831Contact City,State,Zip: TUSKAWILLA RDContact Address: DALE PHILLIPSContact Name: FLR000147058EPA ID: WINTER SPRINGS, FL 32708-2831Handler City,State,Zip: 130 TUSKAWILLA RDHandler Address: WINTER SPRINGS HIGH SCHOOLHandler Name: 2008-05-19 00:00:00.0Date Form Received by Agency: RCRA-VSQG: 12 ft. Site 1 of 2 in cluster A 0.002 mi. Relative: Lower Actual: 33 ft. < 1/8 WINTER SPRINGS, FL 32708 ESE 130 TUSKAWILLA RD FLR000147058 A1 RCRA-VSQGWINTER SPRINGS HIGH SCHOOL 1011488366 TC06252333.2r Page 8 1419 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CORROSIVE WASTEWaste Description: D002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: Not reportedSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2011-06-23 16:56:54.0Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: WINTER SPRINGS HIGH SCHOOL (Continued)1011488366 TC06252333.2r Page 9 1420 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: WINTER SPRINGS HIGH SCHOOLHandler Name: 2008-05-19 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-320-0067Owner/Operator Telephone: SANFORD, FL 32773-7125Owner/Operator City,State,Zip: 400 E LAKE MARY BLVDOwner/Operator Address: Not reportedDate Ended Current: 2008-05-19 00:00:00.Date Became Current: CountyLegal Status: SEMINOLE COUNTY SCHOOL BOARDOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2831Owner/Operator City,State,Zip: 130 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 2008-05-19 00:00:00.Date Became Current: PrivateLegal Status: DAWN CICCARELLOOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-320-0067Owner/Operator Telephone: SANFORD, FL 32773-7125Owner/Operator City,State,Zip: 400 E LAKE MARY BLVDOwner/Operator Address: Not reportedDate Ended Current: 2008-05-19 00:00:00.Date Became Current: CountyLegal Status: SEMINOLE COUNTY SCHOOL BOARDOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2831Owner/Operator City,State,Zip: 130 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 2008-05-19 00:00:00.Date Became Current: PrivateLegal Status: CICCARELLO DAWNOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: REACTIVE WASTEWaste Description: D003Waste Code: WINTER SPRINGS HIGH SCHOOL (Continued) 1011488366 TC06252333.2r Page 10 1421 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ELEMENTARY AND SECONDARY SCHOOLSNAICS Description: 61111NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: WINTER SPRINGS HIGH SCHOOL (Continued) 1011488366 ABOVEGROUNDTank Location: 750Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 7/1/1997Install Date: 07/01/1997Status Date: In serviceStatus: 1Tank Id: 4073207401Owner Phone: JERRY HENKINSOwner Contact: SANFORD, FL 32771Owner City,St,Zip: ATTN: JERRY HENKINSOwner Address 2: 303 S LAUREL AVEOwner Address: SEMINOLE CNTY PUBLIC SCHOOLSOwner Name: 19532Owner Id: Owner: Not reportedLat/Long (dms): Not reportedPositioning Method: STATERegion: PDEP Contractor Own: 4073207412Facility Phone: County GovernmentType Description: OPENFacility Status: 9813093Facility ID: 130 TUSKAWILLA RDAddress: WINTER SPRINGS HIGH SCHOOLName: AST: 12 ft. Site 2 of 2 in cluster A 0.002 mi. Relative: Lower Actual: 33 ft. < 1/8 WINTER SPRINGS, FL 32708 ESE 130 TUSKAWILLA RD N/A A2 ASTWINTER SPRINGS HIGH SCHOOL A100360884 TC06252333.2r Page 11 1422 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Abv, no soil contactPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Steel/galvanized metalPiping Description: Primary ConstructionPiping Category: 1Tank ID: Approved synthetic materialPiping Description: Primary ConstructionPiping Category: 1Tank ID: Suction piping systemPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Piping: Visual inspection of ASTsMonitoring Description: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: 1Tank ID: Monitoring: Double wallConstruction Description: Secondary ContainmentConstruction Category: 1Tank Id: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 1Tank Id: SteelConstruction Description: Primary ConstructionConstruction Category: 1Tank Id: Construction: WINTER SPRINGS HIGH SCHOOL (Continued) A100360884 6627Facility Cleanup Rank: (407)327-1800Facility Phone: H - Local GovernmentFacility Type: OPENFacility Status: 8731664Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: LUST: 603 ft. 0.114 mi.Financial Assurance Relative: Lower Actual: 42 ft. < 1/8 ASTWINTER SPRINGS, FL 32708 West UST1126 E HWY 434 N/A 3 LUSTWINTER SPRINGS CITY-CITY HALL U001374552 TC06252333.2r Page 12 1423 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCHMIDT_JDSite Manager: I - INELIGIBLEElig Indicator: COMPLIANCE INSPECTIONOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/3/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 5/15/2003Discharge Date: Contaminated Media: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/3/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 5/15/2003Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: 2799RP Zip: 1987-01-02RP Begin Date: ACCOUNT OWNERPrimary RP Role: 24225Related Party ID: 2005-02-07 00:00:00Score Effective Date: 26Score: 32708, 2715Zip: FLState: NBad Address Ind: (407)327-7580Phone: WINTER SPRINGS, FL 32708Contact City/State/Zip: 1126 E SR 434Contact Address: WINTER SPRINGS CITYContact Company: LEN HARTMANContact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2011-07-22 00:00:00Address Update: 2009-09-15 00:00:00Name Update: KIP LOCKCUFFOperator: 26Score When Ranked: 2005-02-07 00:00:00Score Effective Date: 26Score: 0Datum: DPHOMethod: Not reportedFeature: 30ERange: 20STownship: 36Section: 28 42 6.6917 / 81 15 56.1041Lat/Long (dms): Central DistrictDistrict: WINTER SPRINGS CITY-CITY HALL (Continued)U001374552 TC06252333.2r Page 13 1424 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 83785RAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 82754SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: 24SR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: 10-22-2003SR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: 82753SR Task ID: PCLP59 - Seminole CountyTank Office: 12-10-2008Site Mgr End Date: SCHMIDT_JDSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-03-2008SRC Issue Date: A - APPROVEDSRC Completion Status: 09-19-2008SRC Review Date: 09-16-2008SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-03-2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 05-15-2003Discharge Date: 09-19-2008Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: H - Local Government -Facility Type: OPENFacility Status: 8731664Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: DAMAGE TO THE FILL PORT AREA, RECENT CONSTRUCTIONPollutant Other Description: B - Unleaded GasPollutant: Not reportedContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: YesContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 12/10/2008Site Mgr End Date: WINTER SPRINGS CITY-CITY HALL (Continued)U001374552 TC06252333.2r Page 14 1425 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Diesel-emergen generatorSubstance: 4/1/1985Install Date: 05/01/2009Status Date: RemovedStatus: 2Tank Id: 32708Zip: WINTER SPRINGSCity: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 4/1/1985Install Date: 09/17/2007Status Date: RemovedStatus: 1Tank Id: 32708Zip: WINTER SPRINGSCity: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: Tank Info: 4073277580Owner Phone: LEN HARTMANOwner Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner Id: Owner: 28 42 6.41999999 / 81 15 58.2000000Lat/Long (dms): DPHOPositioning Method: STATERegion: 4073271800Facility Phone: Local GovernmentType Description: OPENFacility Status: 8731664Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 83531RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC06252333.2r Page 15 1426 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wall - tank jacketConstruction Description: Secondary ContainmentConstruction Category: 3Tank Id: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 3Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 3Tank Id: SteelConstruction Description: Primary ConstructionConstruction Category: 3Tank Id: Construction: ABOVEGROUNDTank Location: 1000Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 5/1/2009Install Date: 05/01/2009Status Date: In serviceStatus: 3Tank Id: 4073277580Owner Phone: LEN HARTMANOwner Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner Id: Owner: 28 42 6.41999999 / 81 15 58.2000000Lat/Long (dms): DPHOPositioning Method: STATERegion: PDEP Contractor Own: 4073271800Facility Phone: Local GovernmentType Description: OPENFacility Status: 8731664Facility ID: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: AST: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 1000Gallons: Emerg Generator DieselContent Description: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC06252333.2r Page 16 1427 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2009Expire Date: 11/09/2008Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: FL Financial Assurance 3: Click here for Florida Oculus: Steel/galvanized metalPiping Description: Primary ConstructionPiping Category: 3Tank ID: External protective coatingPiping Description: Corrosion ProtectionPiping Category: 3Tank ID: Suction piping systemPiping Description: Miscellaneous AttributesPiping Category: 3Tank ID: Abv, no soil contactPiping Description: Miscellaneous AttributesPiping Category: 3Tank ID: Piping: Monitor tank bottom spaceMonitoring Description: 3Tank ID: Visual inspection of ASTsMonitoring Description: 3Tank ID: Monitoring: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC06252333.2r Page 17 1428 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2011Expire Date: 11/09/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2011Expire Date: 11/09/2010Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2010Expire Date: 11/09/2009Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: WINTER SPRINGS CITY-CITY HALL (Continued)U001374552 TC06252333.2r Page 18 1429 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2013Expire Date: 11/09/2012Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2012Expire Date: 11/09/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS CITY-CITY HALL (Continued)U001374552 TC06252333.2r Page 19 1430 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2016Expire Date: 11/09/2015Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2015Expire Date: 11/09/2014Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2014Expire Date: 11/09/2013Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: WINTER SPRINGS CITY-CITY HALL (Continued)U001374552 TC06252333.2r Page 20 1431 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 11/09/2019Expire Date: 11/09/2018Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2018Expire Date: 11/09/2017Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2017Expire Date: 11/09/2016Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALL (Continued)U001374552 TC06252333.2r Page 21 1432 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2020Expire Date: 11/09/2019Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073277580Resp Party Phone: LEN HARTMANContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 8636881188Owner Phone: MICHAEL HEWETT/BRENDA WILLIAMS X55017Owner Contact: LAKELAND, FL 33802Owner City,St,Zip: ATTN: ESP STORAGE TANK REGISOwner Address 2: PO BOX 407Owner Address: PUBLIX SUPER MARKETS INC - ENVIRONMENTALOwner Name: 25164Owner Id: Owner: Not reportedLat/Long (dms): Not reportedPositioning Method: STATERegion: PDEP Contractor Own: 4073279725Facility Phone: Fuel user/Non-retailType Description: OPENFacility Status: 9809815Facility ID: 1160 E SR 434Address: PUBLIX SUPER MARKET #62Name: AST: 664 ft. 0.126 mi. Relative: Higher Actual: 46 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 SW 1160 E SR 434 N/A 4 ASTPUBLIX SUPER MARKET #62 A100318088 TC06252333.2r Page 22 1433 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Suction piping systemPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Abv, no soil contactPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Piping: Continuous electronic sensingMonitoring Description: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: 1Tank ID: Visual inspection of ASTsMonitoring Description: 1Tank ID: Monitoring: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 1Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 1Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 1Tank Id: SteelConstruction Description: Primary ConstructionConstruction Category: 1Tank Id: Construction: ABOVEGROUNDTank Location: 1000Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 11/1/2007Install Date: 11/01/2007Status Date: In serviceStatus: 1Tank Id: PUBLIX SUPER MARKET #62 (Continued) A100318088 TC06252333.2r Page 23 1434 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: ACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 4/26/1993Discharge Date: Discharge Cleanup Summary: 211RP Extension: 1110RP Zip: 2013-10-28RP Begin Date: ACCOUNT OWNERPrimary RP Role: 922Related Party ID: 2008-02-29 00:00:00Score Effective Date: 46Score: 32708, 2811Zip: FLState: NBad Address Ind: (813)681-4279Phone: BRANDON, FL 33509Contact City/State/Zip: PO BOX 1110Contact Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Contact Company: BILL MCKNIGHT | RICK HERWEHContact: ONGO - ONGOINGFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2018-10-25 00:00:00Address Update: 2013-10-28 00:00:00Name Update: RICK HERWEHOperator: 30Score When Ranked: 2008-02-29 00:00:00Score Effective Date: 46Score: 0Datum: DPHOMethod: Not reportedFeature: 31ERange: 20STownship: 31Section: 28 41 44.6788 / 81 15 43.9905Lat/Long (dms): Central DistrictDistrict: 4871Facility Cleanup Rank: (813)681-4279Facility Phone: A - Retail StationFacility Type: OPENFacility Status: 9045623Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: LUST: 1349 ft.Financial Assurance 0.255 mi.DWM CONTAM Relative: Lower Actual: 43 ft. 1/4-1/2 CLEANUP SITESWINTER SPRINGS, FL 32708 South UST1205 E STATE ROAD 434 N/A 5 LUSTMOBIL-WINTER SPRINGS #731 U004130541 TC06252333.2r Page 24 1435 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: OPENFacility Status: 9045623Facility ID: CDDistrict: Task Information: 25Gallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: NoContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/26/1993Discharge Date: Contaminated Media: 1200000Cap Amount: 0Co-Pay Paid To Date: Not reportedCo-Pay Amount: 500Deductible Paid To Date: 500Deductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: NoRedetermined: Not reportedLetter Of Intent Date: 10/17/2007Elig Status Date: 10/17/2007Eligibility Status: P - PETROLEUM LIABILITY AND RESTORATION INSURANCE PROGRAMCleanup Program: 10/16/2007Application Received Date: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/26/1993Discharge Date: 9045623Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 25 1436 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OPENFacility Status: 9045623Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 89795RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 84141SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Mgr: INACTIVECleanup Work Status: Not reportedSRC Comment: Not reportedSRC Issue Date: -SRC Completion Status: Not reportedSRC Review Date: Not reportedSRC Submit Date: -SRC Action Type: 05-10-2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 04-26-1993Discharge Date: Not reportedSource Effective Date: ECleanup Eligibility Status: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 26 1437 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1989Install Date: 10/01/2008Status Date: RemovedStatus: 3Tank Id: 32708Zip: WINTER SPRINGSCity: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1989Install Date: 10/01/2008Status Date: RemovedStatus: 2Tank Id: 32708Zip: WINTER SPRINGSCity: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1989Install Date: 10/01/2008Status Date: RemovedStatus: 1Tank Id: 32708Zip: WINTER SPRINGSCity: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: Tank Info: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner Id: Owner: 28 41 45.5900000 / 81 15 43.8500000Lat/Long (dms): DPHOPositioning Method: STATERegion: 8136814279Facility Phone: Retail StationType Description: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 27 1438 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Tank ID: Monitoring: Tight fillConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 5Tank Id: Flow shut-OffConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: FiberglassConstruction Description: Primary ConstructionConstruction Category: 5Tank Id: Construction: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 20000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 10/1/2008Install Date: 10/01/2008Status Date: In serviceStatus: 5Tank Id: 32708Zip: WINTER SPRINGSCity: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1989Install Date: 10/01/2008Status Date: RemovedStatus: 4Tank Id: 32708Zip: WINTER SPRINGSCity: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC06252333.2r Page 28 1439 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FiberglassConstruction Description: Primary ConstructionConstruction Category: 6Tank Id: Construction: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 20000Gallons: Vehicular DieselContent Description: Vehicular dieselSubstance: 10/1/2008Install Date: 10/01/2008Status Date: In serviceStatus: 6Tank Id: 32708Zip: WINTER SPRINGSCity: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: Dispenser linersPiping Description: Miscellaneous AttributesPiping Category: 5Tank ID: Pressurized piping systemPiping Description: Miscellaneous AttributesPiping Category: 5Tank ID: Double wallPiping Description: Secondary ContainmentPiping Category: 5Tank ID: FiberglassPiping Description: Primary ConstructionPiping Category: 5Tank ID: Piping: Visual inspect dispenser linersMonitoring Description: 5Tank ID: Visual inspect pipe sumpsMonitoring Description: 5Tank ID: Continuous electronic sensingMonitoring Description: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: 5Tank ID: Electronic line leak detectorMonitoring Description: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC06252333.2r Page 29 1440 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6Tank ID: Dispenser linersPiping Description: Miscellaneous AttributesPiping Category: 6Tank ID: Double wallPiping Description: Secondary ContainmentPiping Category: 6Tank ID: FiberglassPiping Description: Primary ConstructionPiping Category: 6Tank ID: Piping: Visual inspect dispenser linersMonitoring Description: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 6Tank ID: Continuous electronic sensingMonitoring Description: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: 6Tank ID: Electronic line leak detectorMonitoring Description: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: 6Tank ID: Monitoring: Tight fillConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: CompartmentedConstruction Description: Miscellaneous AttributesConstruction Category: 6Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 6Tank Id: Flow shut-OffConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC06252333.2r Page 30 1441 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Storage TanksProgram Area: CDOffice/ District: 25.89Long SS: 17Long MM: 81Long DD: 25.86Lat SS: 48Lat MM: 28Lat DD: 9045623Program Site Id: SANFORD, FLCity,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: DWM CONTAM: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Not reportedComments: DPHOVerified Coordinate Method ID Code: HARNDC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: STCMSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: 06/09/2005Verification Date: DEPARTMENT OF ENVIRONMENTAL PRVerifier Affiliation: WOEBER_AVerifier Username: Not reportedInterpolation Scale: 1010Map Source Scale: 1994 doqsMap Source: CONTRACTORCollect Affiliation: 07/23/2003Collect Date: PERRY_JF59Collect Username: REVIEWEDVSC1 Verification Status: High Accuracy Reference NetworkDC4 Datum Id: Digital Aerial Photography With Ground ControlCMC2 Coordinate Method Id: 4Calc Coordinates Accuracy Level Id: EXACTPC2 Proximity Id: FACILOIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 08/06/2020Data Load Date: ACTIVERSC2 Remediation Status Key: PETROCLLC Cleanup Category Key: TKCPAC Program Area Id: 9045623Source Database Id: Storage Tank Contamination MonitoringSource Database Name: 63797851DEP Cleanup Site Key: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CLEANUP SITES: Click here for Florida Oculus: Pressurized piping systemPiping Description: Miscellaneous AttributesPiping Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC06252333.2r Page 31 1442 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/29/2011Expire Date: 04/30/2010Effective Date: ANCON INSURANCE CO INCInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: FL Financial Assurance 3: NRP Bad Address Indicator: Not reportedRP Extension: (407)330-6000RP Phone: M R FARR JRContact: Not reportedRP Zip4: 32771RP Zip5: FLRP State: SANFORDRP City: Not reportedRP Address2: 600 PERSIMMON AVERP Address1: AMTRAKRP Name: 4/29/1997RP Begin Date: ACCOUNT OWNERPrimary RP Role: 45804Related Party ID: 5/13/2009Addr Changed: Not reportedName Changed: (407)330-6014Phone: JUSTIN LIDDLEOperator: Not reportedAddress2: 4871Rank: 30Score When Ranked: 2/29/2008Score Effective Date: A - Retail StationFacility Type: Not reportedRange: Not reportedTownship: Not reportedSection: Not reportedFeature: OPENFacility Status: DPHOMethod: 0Datum: 46Priority Score: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 32 1443 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 922Owner ID: 12/31/2014Expire Date: 12/31/2013Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/18/2013Expire Date: 12/18/2012Effective Date: IRONSHORE SPECIALTY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2012Expire Date: 04/30/2011Effective Date: ILLINOIS UNIONInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 33 1444 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2016Expire Date: 12/31/2015Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2015Expire Date: 12/31/2014Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 34 1445 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2020Expire Date: 01/31/2019Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2018Expire Date: 12/31/2017Effective Date: SCOTTSDALEInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2017Expire Date: 01/01/2017Effective Date: NAUTILUS INSURANCE COMPANYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 35 1446 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2009Expire Date: 05/01/2008Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 05/31/2019Expire Date: 05/31/2018Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: MOBIL-WINTER SPRINGS #731 (Continued)U004130541 TC06252333.2r Page 36 1447 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: BRANDON, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2010Expire Date: 05/01/2009Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 Click here for Florida Oculus: Not reportedLand Owner Telephone: Not reportedLand Owner City/State/Zip: Not reportedLand Owner Address: Not reportedLand Owner Name: Not reportedSite Supervisor Telephone: Not reportedSite Supervisor City/State/Zip: Not reportedSite Supervisor Addr: Not reportedSite Supervisor Name: Not reportedEMail Address2: Not reportedEMail Address1: Not reportedResponsible Authority Phone: Not reportedResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: Not reportedResponsible Authority Name: Not reportedRange: Not reportedTownship: Not reportedSection: PRE-AUTHORIZED (B)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:41 / 81:15:35Lat/Long: CDDistrict: 98367Facility ID: CITY OF WINTER SPRINGS, FL 32708City,State,Zip: 1212 E. SR 434Address: 1212 E. SR 434 DEBRIS STAGING AREAName: SWF/LF: 1381 ft. 0.262 mi. Relative: Lower Actual: 40 ft. 1/4-1/2 CITY OF WINTER SPRINGS, FL 32708 South 1212 E. SR 434 N/A 6 SWF/LF1212 E. SR 434 DEBRIS STAGING AREA S109689106 TC06252333.2r Page 37 1448 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 8/7/2000Discharge Date: Discharge Cleanup Summary: 6549RP Extension: 6496RP Zip: 1999-05-03RP Begin Date: ACCOUNT OWNERPrimary RP Role: 10563Related Party ID: 2013-02-01 00:00:00Score Effective Date: 56Score: 32708, 3715Zip: FLState: NBad Address Ind: (919)774-6700Phone: CARY, NC 27511Contact City/State/Zip: 305 GREGSON DRContact Address: THE PANTRY INCContact Company: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2000-08-29 00:00:00Address Update: Not reportedName Update: BRENT PUZAKOperator: 76Score When Ranked: 2013-02-01 00:00:00Score Effective Date: 56Score: 0Datum: DPHOMethod: Not reportedFeature: 30Range: 20Township: 36Section: 28 41 47.7907 / 81 15 47.2791Lat/Long (dms): Central DistrictDistrict: 556Facility Cleanup Rank: (904)327-1217Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516641Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: LUST: 1465 ft. 0.277 mi. Relative: Lower Actual: 45 ft. 1/4-1/2 Financial AssuranceWINTER SPRINGS, FL 32708 SSW UST170 TUSCAWILLA RD N/A 7 LUSTHANDY WAY FOOD STORE #3333 U003334173 TC06252333.2r Page 38 1449 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PRESS_DMSite Manager: 7/27/2000Inspection Date: NoRedetermined: 7/28/1994Letter Of Intent Date: 3/21/1988Elig Status Date: 3/21/1988Eligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: 9/30/1987Application Received Date: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/28/1987Discharge Date: 8516641Facility ID: Not reportedCap Amount: Not reportedCo-Pay Paid To Date: Not reportedCo-Pay Amount: Not reportedDeductible Paid To Date: Not reportedDeductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: 8/7/2000Inspection Date: NoRedetermined: Not reportedLetter Of Intent Date: 5/1/2002Elig Status Date: 5/1/2002Eligibility Status: S - SITE REHABILITATION FUNDING AGREEMENTCleanup Program: 3/19/2001Application Received Date: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/7/2000Discharge Date: 8516641Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 9/28/1987Discharge Date: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: HANDY WAY FOOD STORE #3333 (Continued)U003334173 TC06252333.2r Page 39 1450 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: A - Leaded GasPollutant: YesContaminated Ground Water: NoContaminated Surface Water: YesContaminated Soil: NoContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/28/1987Discharge Date: Not reportedGallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: YesContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/7/2000Discharge Date: Contaminated Media: Not reportedCap Amount: 0Co-Pay Paid To Date: Not reportedCo-Pay Amount: 0Deductible Paid To Date: Not reportedDeductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: HANDY WAY FOOD STORE #3333 (Continued)U003334173 TC06252333.2r Page 40 1451 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 90612RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 91160SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 08-07-2000Discharge Date: 07-10-2013Source Effective Date: HANDY WAY FOOD STORE #3333 (Continued)U003334173 TC06252333.2r Page 41 1452 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Retail StationType Description: CLOSEDFacility Status: 8516641Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 23274RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: RP - RESPONSIBLE PARTYRAP Cleanup Responsible ID: 23273RAP Task ID: Not reportedSA Payment Date: 01-17-1997SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23272SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: YSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23271SR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 09-28-1987Discharge Date: 07-10-2013Source Effective Date: HANDY WAY FOOD STORE #3333 (Continued)U003334173 TC06252333.2r Page 42 1453 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TANKVessel Indicator: 12000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 4/1/1995Install Date: 07/01/2000Status Date: RemovedStatus: 3Tank Id: 32708Zip: WINTER SPRINGSCity: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 5/1/1982Install Date: 03/27/1995Status Date: RemovedStatus: 2Tank Id: 32708Zip: WINTER SPRINGSCity: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 5/1/1982Install Date: 03/27/1995Status Date: RemovedStatus: 1Tank Id: 32708Zip: WINTER SPRINGSCity: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: Tank Info: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner Id: Owner: 28 41 47.9799999 / 81 15 47.0200000Lat/Long (dms): DPHOPositioning Method: STATERegion: 9043271217Facility Phone: HANDY WAY FOOD STORE #3333 (Continued)U003334173 TC06252333.2r Page 43 1454 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: 04/09/1991Expire Date: 04/09/1990Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: 8516641Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 4/1/1995Install Date: 07/01/2000Status Date: RemovedStatus: 5Tank Id: 32708Zip: WINTER SPRINGSCity: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 5/1/1982Install Date: 03/27/1995Status Date: RemovedStatus: 4Tank Id: 32708Zip: WINTER SPRINGSCity: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: PDEP Contractor: UNDERGROUNDTank Location: HANDY WAY FOOD STORE #3333 (Continued)U003334173 TC06252333.2r Page 44 1455 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9197746700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: Not reportedExpire Date: Not reportedEffective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: 8516641Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: 9197746700Resp Party Phone: HANDY WAY FOOD STORE #3333 (Continued) U003334173 DPHOVerify Method Id: 3Coordinate Accuracy Id: 12000Interpolation Scale: 12000Map Source Scale: IMAGERY_11_13Map Series Used: 08/24/2016Collect Date: CRCollect Program Id: Florida Department of Environmental ProtectionCollect Affiliation: HOUSTON_GCollect Username: EXACTProximity To Object: CAP_RAP SITEObject Of Interest: Not reportedFeature: DPHOMethod ID: NAD83Datum: Not reportedPriority Score: NOffsite Cont Impact: Not reportedContaminants: 08/23/2016Initial Date Received: Not reportedOGC Case Number: HOUSTON_GProject Manager: CLOSEDSite Status: 352812Project Id: 346911Site Id: Central DistrictDistrict: WINTER SPRINGS,, FL 32708City,State,Zip: E SR 434Address: SCRIMSHER PARCELName: RESP PARTY: 2123 ft. 0.402 mi. Relative: Lower Actual: 34 ft. 1/4-1/2 WINTER SPRINGS,, FL 32708 SSE E SR 434 N/A 8 RESP PARTYSCRIMSHER PARCEL S118895025 TC06252333.2r Page 45 1456 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 28 41 / 81 15Latitude/Longitude (deg/min/sec): Digital Aerial Photography With Ground ControlDecode for V_Method: extend offsite. that contamination above applicable standards or criteria DOES NOT No, the best available evidence (such as completed SAR) demonstratesDecode for Off Site COC: Digital Aerial Photography With Ground ControlDecode for Method: North American Datum of 1983Decode for Datum: Central DistrictDecode for District: 08/24/2016Verification Date: CRVerifying Program Id: Florida Department of Environmental ProtectionVerifier Affiliation: HOUSTON_GVerifier Username: SCRIMSHER PARCEL (Continued)S118895025 TC06252333.2r Page 46 1457 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 0 records.NO SITES FOUNDTC06252333.2r Page 471458 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: N/A Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: N/A Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC06252333.2r Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1459 Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: N/A Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 04/03/2019 Date Data Arrived at EDR: 04/05/2019 Date Made Active in Reports: 05/14/2019 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/25/2021 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC06252333.2r Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1460 SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 10/06/2020 Next Scheduled EDR Contact: 01/25/2021 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/17/2020 Number of Days to Update: 87 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/18/2020 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/18/2020 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly TC06252333.2r Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1461 RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/18/2020 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/18/2020 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/15/2020 Date Data Arrived at EDR: 05/19/2020 Date Made Active in Reports: 06/18/2020 Number of Days to Update: 30 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 02/13/2020 Date Data Arrived at EDR: 02/20/2020 Date Made Active in Reports: 05/15/2020 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 02/13/2020 Date Data Arrived at EDR: 02/20/2020 Date Made Active in Reports: 05/15/2020 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies TC06252333.2r Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1462 Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/17/2020 Number of Days to Update: 87 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS SHWS: Florida’s State-Funded Action Sites State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: 01/13/2020 Date Data Arrived at EDR: 02/19/2020 Date Made Active in Reports: 04/28/2020 Number of Days to Update: 69 Source: Department of Environmental Protection Telephone: 850-488-0190 Last EDR Contact: 08/21/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Semi-Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Solid Waste Facility Database Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 07/13/2020 Date Data Arrived at EDR: 07/14/2020 Date Made Active in Reports: 10/01/2020 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-922-7121 Last EDR Contact: 10/13/2020 Next Scheduled EDR Contact: 01/25/2021 Data Release Frequency: Quarterly State and tribal leaking storage tank lists LUST: Petroleum Contamination Detail Report Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 07/27/2020 Date Data Arrived at EDR: 07/27/2020 Date Made Active in Reports: 10/07/2020 Number of Days to Update: 72 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 10/28/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly LAST: Leaking Aboveground Storage Tank Listing The file for Leaking Aboveground Storage Tanks. Please remember STCM does not track the source of the discharge so the agency provides a list of facilities with an aboveground tank and an open discharge split by facilities with aboveground tanks only and facilities with aboveground and underground tanks. Date of Government Version: 07/23/2020 Date Data Arrived at EDR: 07/24/2020 Date Made Active in Reports: 10/06/2020 Number of Days to Update: 74 Source: Department of Environmental Protection Telephone: 850-245-8799 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Varies TC06252333.2r Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1463 INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/29/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/26/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 78 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 04/15/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies TC06252333.2r Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1464 INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 02/01/2020 Date Data Arrived at EDR: 03/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 82 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Varies FF TANKS: Federal Facilities Listing A listing of federal facilities with storage tanks. Date of Government Version: 06/18/2020 Date Data Arrived at EDR: 06/19/2020 Date Made Active in Reports: 06/30/2020 Number of Days to Update: 11 Source: Department of Environmental Protection Telephone: 850-245-8250 Last EDR Contact: 09/16/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly UST: Storage Tank Facility Information Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 08/08/2020 Date Data Arrived at EDR: 08/10/2020 Date Made Active in Reports: 09/08/2020 Number of Days to Update: 29 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly AST: Storage Tank Facility Information Registered Aboveground Storage Tanks. Date of Government Version: 08/08/2020 Date Data Arrived at EDR: 08/10/2020 Date Made Active in Reports: 09/08/2020 Number of Days to Update: 29 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies TC06252333.2r Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1465 INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/26/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 78 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 04/29/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 04/03/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 85 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies TC06252333.2r Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1466 INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 10/23/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies TANKS: Storage Tank Facility List This listing includes storage tank facilities that do not have tank information. The tanks have either be closed or removed from the site, but the facilities were still registered at some point in history. Date of Government Version: 08/08/2020 Date Data Arrived at EDR: 08/10/2020 Date Made Active in Reports: 09/08/2020 Number of Days to Update: 29 Source: Department of Environmental Protection Telephone: 850-245-8841 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly State and tribal institutional control / engineering control registries ENG CONTROLS: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to engineering controls. Engineering Controls encompass a variety of engineered remedies to contain and/or reduce contamination, and/or physical barriers intended to limit access to property. ECs include fences, signs, guards, landfill caps, provision of potable water, slurry walls, sheet pile (vertical caps), pumping and treatment of groundwater, monitoring wells, and vapor extraction systems. Date of Government Version: 06/19/2020 Date Data Arrived at EDR: 06/29/2020 Date Made Active in Reports: 09/16/2020 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 09/29/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Semi-Annually Inst Control: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to institutional and engineering controls. Date of Government Version: 06/19/2020 Date Data Arrived at EDR: 06/30/2020 Date Made Active in Reports: 09/16/2020 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 09/29/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Semi-Annually State and tribal voluntary cleanup sites VCP: Voluntary Cleanup Sites Listing of closed and active voluntary cleanup sites. Date of Government Version: 05/13/2020 Date Data Arrived at EDR: 05/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 21 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 08/21/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. TC06252333.2r Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1467 Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 09/16/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies State and tribal Brownfields sites BSRA: Brownfield Site Rehabilitation Agreements Listing The BSRA provides DEP and the public assurance that site rehabilitation will be conducted in accordance with Florida Statutes and DEP’s Contaminated Site Cleanup Criteria rule. In addition, the BSRA provides limited liability protection for the voluntary responsible party. The BSRA contains various commitments by the voluntary responsible party, including milestones for completion of site rehabilitation tasks and submittal of technical reports and plans. It also contains a commitment by DEP to review technical reports according to an agreed upon schedule. Only those brownfield sites with an executed BSRA are eligible to apply for a voluntary cleanup tax credit incentive pursuant to Section 376.30781, Florida Statutes. Date of Government Version: 02/05/2020 Date Data Arrived at EDR: 03/31/2020 Date Made Active in Reports: 06/17/2020 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 09/29/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Varies BROWNFIELDS: Brownfields Sites Database Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. Date of Government Version: 06/26/2020 Date Data Arrived at EDR: 06/29/2020 Date Made Active in Reports: 08/19/2020 Number of Days to Update: 51 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 09/29/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Semi-Annually BROWNFIELDS AREAS: Brownfields Areas Database A "brownfield area" means a contiguous area of one or more brownfield sites, some of which may not be contaminated, that has been designated as such by a local government resolution. Such areas may include all or portions of community redevelopment areas, enterprise zones, empowerment zones, other such designated economically deprived communities and areas, and Environmental Protection Agency (EPA) designated brownfield pilot projects. This layer provides a polygon representation of the boundaries of these designated Brownfield Areas in Florida. Date of Government Version: 06/29/2020 Date Data Arrived at EDR: 06/29/2020 Date Made Active in Reports: 08/19/2020 Number of Days to Update: 51 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 09/29/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Quarterly ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists TC06252333.2r Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1468 US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 06/01/2020 Date Data Arrived at EDR: 06/02/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 09/15/2020 Next Scheduled EDR Contact: 12/28/2020 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: Recycling Centers A listing of recycling centers located in the state of Florida. Date of Government Version: 12/03/2018 Date Data Arrived at EDR: 01/15/2019 Date Made Active in Reports: 03/14/2019 Number of Days to Update: 58 Source: Department of Environmental Protection Telephone: 850-245-8718 Last EDR Contact: 10/15/2020 Next Scheduled EDR Contact: 01/24/2021 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 10/13/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC06252333.2r Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1469 Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 10/30/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 03/18/2020 Date Data Arrived at EDR: 03/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 82 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: No Update Planned PRIORITYCLEANERS: Priority Ranking List The Florida Legislature has established a state-funded program to cleanup properties that are contaminated as a result of the operations of a drycleaning facility. Date of Government Version: 07/21/2020 Date Data Arrived at EDR: 08/10/2020 Date Made Active in Reports: 10/29/2020 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 08/10/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: Varies FL SITES: Sites List This summary status report was developed from a number of lists including the Eckhardt list, the Moffit list, the EPA Hazardous Waste Sites list, EPA’s Emergency & Remedial Response information System list (RCRA Section 3012) & existing department lists such as the obsolete uncontrolled Hazardous Waste Sites list. This list is no longer updated. Date of Government Version: 12/31/1989 Date Data Arrived at EDR: 05/09/1994 Date Made Active in Reports: 08/04/1994 Number of Days to Update: 87 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 03/24/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 03/18/2020 Date Data Arrived at EDR: 03/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 82 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Quarterly PFAS: PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid, respectively. Both are fluorinated organic chemicals, part of a larger family of compounds referred to as perfluoroalkyl substances (PFASs). Date of Government Version: 03/17/2020 Date Data Arrived at EDR: 03/18/2020 Date Made Active in Reports: 04/17/2020 Number of Days to Update: 30 Source: Department of Environmental Protection Telephone: 850-245-8690 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Varies TC06252333.2r Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1470 Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 06/22/2020 Date Data Arrived at EDR: 06/23/2020 Date Made Active in Reports: 09/17/2020 Number of Days to Update: 86 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly SPILLS: Oil and Hazardous Materials Incidents Statewide oil and hazardous materials inland incidents. Date of Government Version: 06/30/2020 Date Data Arrived at EDR: 07/01/2020 Date Made Active in Reports: 09/16/2020 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-2010 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Semi-Annually SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 12/10/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/04/2013 Number of Days to Update: 60 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically, they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version: 09/01/2001 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/06/2013 Number of Days to Update: 62 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. TC06252333.2r Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1471 Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/18/2020 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 08/05/2020 Date Data Arrived at EDR: 08/13/2020 Date Made Active in Reports: 10/21/2020 Number of Days to Update: 69 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 08/13/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 10/13/2020 Next Scheduled EDR Contact: 01/25/2021 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/11/2018 Date Made Active in Reports: 11/06/2019 Number of Days to Update: 574 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 10/08/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/05/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 06/15/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 80 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly TC06252333.2r Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1472 EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 11/02/2020 Next Scheduled EDR Contact: 02/15/2021 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/06/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/17/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 85 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 09/18/2020 Next Scheduled EDR Contact: 12/28/2020 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 04/24/2020 Number of Days to Update: 79 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 08/14/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 07/20/2020 Date Data Arrived at EDR: 07/21/2020 Date Made Active in Reports: 10/08/2020 Number of Days to Update: 79 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 10/19/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Annually TC06252333.2r Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1473 ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 07/24/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 10/21/2020 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 10/14/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 04/27/2020 Date Data Arrived at EDR: 05/06/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 34 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 10/09/2019 Date Data Arrived at EDR: 10/11/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 70 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Annually TC06252333.2r Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1474 ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/05/2020 Date Data Arrived at EDR: 08/10/2020 Date Made Active in Reports: 10/08/2020 Number of Days to Update: 59 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 10/13/2020 Next Scheduled EDR Contact: 01/31/2021 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 42 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 09/04/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 01/12/2017 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 08/31/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Varies TC06252333.2r Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1475 PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 09/13/2019 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 08/06/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/01/2019 Date Data Arrived at EDR: 07/01/2019 Date Made Active in Reports: 09/23/2019 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 09/24/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 01/02/2020 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/17/2020 Number of Days to Update: 80 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 10/27/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. TC06252333.2r Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1476 Date of Government Version: 06/30/2020 Date Data Arrived at EDR: 07/15/2020 Date Made Active in Reports: 07/21/2020 Number of Days to Update: 6 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 10/06/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 08/08/2017 Date Data Arrived at EDR: 09/11/2018 Date Made Active in Reports: 09/14/2018 Number of Days to Update: 3 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 07/28/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 08/30/2019 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/21/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust TC06252333.2r Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1477 Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 05/01/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 84 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 08/25/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration. Date of Government Version: 05/28/2020 Date Data Arrived at EDR: 05/28/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 77 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 09/10/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Quarterly US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 05/06/2020 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 78 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/28/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies TC06252333.2r Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1478 US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/28/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 06/22/2020 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 80 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 09/16/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 02/03/2020 Date Data Arrived at EDR: 03/03/2020 Date Made Active in Reports: 05/28/2020 Number of Days to Update: 86 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 09/15/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 07/26/2018 Date Made Active in Reports: 10/05/2018 Number of Days to Update: 71 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 07/02/2020 Date Made Active in Reports: 09/17/2020 Number of Days to Update: 77 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 10/08/2020 Next Scheduled EDR Contact: 01/25/2021 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. TC06252333.2r Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1479 Date of Government Version: 06/27/2020 Date Data Arrived at EDR: 07/02/2020 Date Made Active in Reports: 09/28/2020 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 10/06/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Quarterly FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 08/17/2020 Date Data Arrived at EDR: 08/17/2020 Date Made Active in Reports: 10/21/2020 Number of Days to Update: 65 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 08/17/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Quarterly AIRS: Permitted Facilities Listing A listing of Air Resources Management permits. Date of Government Version: 07/20/2020 Date Data Arrived at EDR: 07/21/2020 Date Made Active in Reports: 10/07/2020 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-921-9558 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Varies ASBESTOS: Asbestos Notification Listing Asbestos sites Date of Government Version: 08/12/2020 Date Data Arrived at EDR: 08/12/2020 Date Made Active in Reports: 11/02/2020 Number of Days to Update: 82 Source: Department of Environmental Protection Telephone: 850-717-9086 Last EDR Contact: 08/11/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Varies CLEANUP SITES: DEP Cleanup Sites - Contamination Locator Map Listing This listing includes the locations of waste cleanup sites from various programs. The source of the cleanup site data includes Hazardous Waste programs, Site Investigation Section, Compliance and Enforcement Tracking, Drycleaning State Funded Cleanup Program (possibly other state funded cleanup), Storage Tank Contamination Monitoring. Date of Government Version: 05/26/2020 Date Data Arrived at EDR: 05/26/2020 Date Made Active in Reports: 08/07/2020 Number of Days to Update: 73 Source: Department of Environmental Protection Telephone: 866-282-0787 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Quarterly DEDB: Ethylene Dibromide Database Results Ethylene dibromide (EDB), a soil fumigant, that has been detected in drinking water wells. The amount found exceeds the maximum contaminant level as stated in Chapter 62-550 or 520. It is a potential threat to public health when present in drinking water. Date of Government Version: 09/11/2020 Date Data Arrived at EDR: 09/15/2020 Date Made Active in Reports: 09/18/2020 Number of Days to Update: 3 Source: Department of Environmental Protection Telephone: 850-245-8335 Last EDR Contact: 09/10/2020 Next Scheduled EDR Contact: 12/28/2020 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Facilities The Drycleaners database, maintained by the Department of Environmental Protection, provides information about permitted dry cleaner facilities. TC06252333.2r Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1480 Date of Government Version: 07/20/2020 Date Data Arrived at EDR: 07/21/2020 Date Made Active in Reports: 10/06/2020 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 10/19/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Semi-Annually DWM CONTAM: DWM CONTAMINATED SITES A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). Date of Government Version: 07/14/2020 Date Data Arrived at EDR: 07/17/2020 Date Made Active in Reports: 10/02/2020 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-7503 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing A list of hazardous waste facilities required to provide financial assurance under RCRA. Date of Government Version: 07/22/2020 Date Data Arrived at EDR: 07/22/2020 Date Made Active in Reports: 10/06/2020 Number of Days to Update: 76 Source: Department of Environmental Protection Telephone: 850-245-8793 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Semi-Annually Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Date of Government Version: 01/24/2020 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/09/2020 Number of Days to Update: 72 Source: Department of Environmental Protection Telephone: 850-245-8743 Last EDR Contact: 10/06/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Semi-Annually Financial Assurance 3: Financial Assurance Information Listing A listing of financial assurance information for storage tanks sites. Date of Government Version: 08/08/2020 Date Data Arrived at EDR: 08/10/2020 Date Made Active in Reports: 09/04/2020 Number of Days to Update: 25 Source: Department of Environmental Protection Telephone: 850-245-8853 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly FL Cattle Dip. Vats: Cattle Dipping Vats From the 1910’s through the 1950’s, these vats were filled with an arsenic solution for the control and eradication of the cattle fever tick. Other pesticides, such as DDT, were also widely used. By State law, all cattle, horses, mules, goats, and other susceptible animals were required to be dipped every 14 days. Under certain circumstances, the arsenic and other pesticides remaining at the site may present an environmental or public health hazard. Date of Government Version: 09/27/2019 Date Data Arrived at EDR: 01/10/2020 Date Made Active in Reports: 02/11/2020 Number of Days to Update: 32 Source: Department of Environmental Protection Telephone: 850-245-4444 Last EDR Contact: 10/09/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: No Update Planned HW GEN: Hazardous Waste Generators Small Quantity Hazardous Waste Generators are regulated under the federal Resource Conservation and Recovery Act (RCRA) and applicable state regulations as generators of hazardous wastes in quantities greater than 100 Kg but less than 1,000 Kg in any one calendar month. Large Quantity Generators of Hazardous Waste are tracked in this coverage based on their notification to the Department of Environmental Protection as to their handler status, or based on inspections conducted at their facilities. These facilities are regulated under the federal Resource Conservation and Recovery Act (RCRA) and applicable state regulations as generators of hazardous wastes in quantities equal to or greater than 1,000 Kg in any one calendar month. TC06252333.2r Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1481 Date of Government Version: 06/20/2020 Date Data Arrived at EDR: 06/23/2020 Date Made Active in Reports: 09/08/2020 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 09/22/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Quarterly RESP PARTY: Responsible Party Sites Listing Open, inactive and closed responsible party sites Date of Government Version: 06/22/2020 Date Data Arrived at EDR: 06/29/2020 Date Made Active in Reports: 09/16/2020 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 09/29/2020 Next Scheduled EDR Contact: 01/11/2021 Data Release Frequency: Quarterly SITE INV SITES: Site Investigation Section Sites Listing Statewide coverage of Site Investigation Section (SIS) sites. Site Investigation is a Section within the Bureau of Waste Cleanup, Division of Waste Management. SIS provides technical support to FDEP District Waste Cleanup Programs and conducts contamination assessments throughout the state. Date of Government Version: 05/18/2020 Date Data Arrived at EDR: 05/18/2020 Date Made Active in Reports: 08/03/2020 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8953 Last EDR Contact: 08/17/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Quarterly TIER 2: Tier 2 Facility Listing A listing of facilities which store or manufacture hazardous materials that submit a chemical inventory report. Date of Government Version: 12/31/2019 Date Data Arrived at EDR: 06/05/2020 Date Made Active in Reports: 08/19/2020 Number of Days to Update: 75 Source: Department of Environmental Protection Telephone: 850-413-9970 Last EDR Contact: 09/01/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Varies UIC: Underground Injection Wells Database Listing A listing of Class I wells. Class I wells are used to inject hazardous waste, nonhazardous waste, or municipal waste below the lowermost USDW. Date of Government Version: 07/16/2020 Date Data Arrived at EDR: 07/16/2020 Date Made Active in Reports: 10/07/2020 Number of Days to Update: 83 Source: Department of Environmental Protection Telephone: 850-245-8655 Last EDR Contact: 10/13/2020 Next Scheduled EDR Contact: 02/01/2021 Data Release Frequency: Varies WASTEWATER: Wastewater Facility Regulation Database Domestic and industrial wastewater facilities. Date of Government Version: 07/31/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 10/19/2020 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8600 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System (NPDES) permit holding facilities. PCS tracks the permit, compliance, and enforcement status of NPDES facilities. TC06252333.2r Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1482 Date of Government Version: 07/14/2011 Date Data Arrived at EDR: 08/05/2011 Date Made Active in Reports: 09/29/2011 Number of Days to Update: 55 Source: EPA, Office of Water Telephone: 202-564-2496 Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Semi-Annually MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version: 04/06/2018 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 08/28/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 02/05/2015 Date Made Active in Reports: 03/06/2015 Number of Days to Update: 29 Source: EPA Telephone: 202-564-2497 Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Varies PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Date Data Arrived at EDR: 01/06/2015 Date Made Active in Reports: 05/06/2015 Number of Days to Update: 120 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 10/02/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Semi-Annually EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. TC06252333.2r Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1483 Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/10/2014 Number of Days to Update: 193 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC06252333.2r Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1484 COUNTY RECORDS ALACHUA COUNTY: FACILITY LIST ALACHUA: Facility List List of all regulated facilities in Alachua County. Date of Government Version: 05/26/2020 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/07/2020 Number of Days to Update: 72 Source: Alachua County Environmental Protection Department Telephone: 352-264-6800 Last EDR Contact: 09/16/2020 Next Scheduled EDR Contact: 01/04/2021 Data Release Frequency: Annually BROWARD COUNTY: AST BROWARD: Aboveground Storage Tanks Aboveground storage tank locations in Broward County. Date of Government Version: 06/30/2020 Date Data Arrived at EDR: 07/15/2020 Date Made Active in Reports: 10/01/2020 Number of Days to Update: 78 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies UST BROWARD: Underground Storage Tanks All known regulated storage tanks within Broward County, including those tanks that have been closed Date of Government Version: 06/30/2020 Date Data Arrived at EDR: 07/15/2020 Date Made Active in Reports: 10/01/2020 Number of Days to Update: 78 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies HILLSBOROUGH COUNTY: LF HILLSBOROUGH: Hillsborough County LF Hillsborough county landfill sites. Date of Government Version: 09/04/2020 Date Data Arrived at EDR: 10/06/2020 Date Made Active in Reports: 10/06/2020 Number of Days to Update: 0 Source: Hillsborough County Environmental Protection Commission Telephone: 813-627-2600 Last EDR Contact: 10/01/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Varies MIAMI-DADE COUNTY: DADE CO AP: Air Permit Sites Facilities that release or have a potential to release pollutants. Date of Government Version: 05/21/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 07/31/2020 Number of Days to Update: 71 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually DADE CO AW: Agricultural Waste Listing A listing of agricultural waste sites TC06252333.2r Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1485 Date of Government Version: 05/21/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 07/31/2020 Number of Days to Update: 71 Source: Miami-Dade County Division of Environmental Resources Management Telephone: 305-372-6715 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies DADE CO LW: Liquid Waste Transporter List The Liquid Waste Transporter permit regulates the transportation of various types of liquid and solid waste, including hazardous waste, waste oil and oily waste waters, septic and grease trap waste, biomedical waste, spent radiator fluid, photo chemical waste, dry sewage sludge, and other types of non-hazardous industrial waste. The Liquid Waste Transporter permits needed to protect the environment and the public from improperly handled and transported waste. Date of Government Version: 05/21/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 07/31/2020 Number of Days to Update: 71 Source: DERM Telephone: 305-372-6755 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Quarterly DADE MOP: Marine Facilities Operating Permit What is this permit used for? Miami-Dade County Ordinance 89-104 and Section 24-18 of the Code of Miami-Dade County require the following types of marine facilities to obtain annual operating permits from DERM: All recreational boat docking facilities with ten (10) or more boat slips, moorings, davit spaces, and vessel tie-up spaces. All boat storage facilities contiguous to tidal waters in Miami-Dade County with ten (10) or more dry storage spaces including boatyards and boat manufacturing facilities. Date of Government Version: 05/21/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 07/31/2020 Number of Days to Update: 71 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Quarterly DADE MRE: Maimi River Enforcement The Miami River Enforcement database files were created for facilities and in some instances vessels that were inspected by a workgroup within the Department that was identified as the Miami River Enforcement Group. The files do not all necessarily reflect enforcement cases and some were created for locations that were permitted by other Sections within the Department. Date of Government Version: 06/05/2013 Date Data Arrived at EDR: 06/06/2013 Date Made Active in Reports: 08/06/2013 Number of Days to Update: 61 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Quarterly DADE_IWP: Industrial Waste Permit Sites Facilities that either generate more than 25,000 of wastewater per day to sanitary sewers or are pre-defined by EPA. Date of Government Version: 05/21/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 08/03/2020 Number of Days to Update: 74 Source: Department of Environmental Resources Management Telephone: 305-372-6700 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually ENF: Enforcement Case Tracking System Sites Enforcement cases monitored by the Dade County Department of Environmental Resources Management. Date of Government Version: 05/21/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 08/03/2020 Number of Days to Update: 74 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually TC06252333.2r Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1486 SPILLS DADE: Fuel Spills Cases DERM documents fuel spills of sites that are not in a state program. Date of Government Version: 01/08/2009 Date Data Arrived at EDR: 01/13/2009 Date Made Active in Reports: 02/05/2009 Number of Days to Update: 23 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually UST DADE: Storage Tanks A listing of aboveground and underground storage tank site locations. Date of Government Version: 02/26/2019 Date Data Arrived at EDR: 02/26/2019 Date Made Active in Reports: 04/30/2019 Number of Days to Update: 63 Source: Department of Environmental Resource Management Telephone: 305-372-6700 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually PALM BEACH COUNTY: LF PALM BEACH: Palm Beach County LF Palm Beach County Inventory of Solid Waste Sites. Date of Government Version: 09/01/2011 Date Data Arrived at EDR: 09/20/2011 Date Made Active in Reports: 10/10/2011 Number of Days to Update: 20 Source: Palm Beach County Solid Waste Authority Telephone: 561-640-4000 Last EDR Contact: 09/11/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 08/10/2020 Date Data Arrived at EDR: 10/20/2020 Date Made Active in Reports: 11/02/2020 Number of Days to Update: 13 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 10/20/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 04/10/2019 Date Made Active in Reports: 05/16/2019 Number of Days to Update: 36 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 10/09/2020 Next Scheduled EDR Contact: 01/18/2021 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. TC06252333.2r Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1487 Date of Government Version: 01/01/2019 Date Data Arrived at EDR: 04/29/2020 Date Made Active in Reports: 07/10/2020 Number of Days to Update: 72 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 10/30/2020 Next Scheduled EDR Contact: 02/08/2021 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 06/30/2018 Date Data Arrived at EDR: 07/19/2019 Date Made Active in Reports: 09/10/2019 Number of Days to Update: 53 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 10/07/2020 Next Scheduled EDR Contact: 01/25/2021 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 10/02/2019 Date Made Active in Reports: 12/10/2019 Number of Days to Update: 69 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/11/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 09/02/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. TC06252333.2r Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1488 Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Department of Children & Families Source: Provider Information Telephone: 850-488-4900 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Environmental Protection Telephone: 850-245-8238 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC06252333.2r Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1489 TC06252333.2r Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5656135 OVIEDO, FLEast Map: 2012Version Date: 5656107 CASSELBERRY, FLTarget Property Map: USGS TOPOGRAPHIC MAP 46 ft. above sea levelElevation: 3174709.5UTM Y (Meters): 474368.3UTM X (Meters): Zone 17Universal Tranverse Mercator: 81.262402 - 81˚ 15’ 44.65’’Longitude (West): 28.700966 - 28˚ 42’ 3.48’’Latitude (North): TARGET PROPERTY COORDINATES WINTER SPRINGS, FL 32708 141 BEAR SPRINGS DRIVE 141 BEAR SPRINGS DRIVE TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® 1490 TC06252333.2r Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft)Elevation (ft)TP TP 0 1/2 1 Miles✩Target Property Elevation: 46 ft. North South West East5753504539434344454639321841111118232323232737414546332618222111General NEGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1491 TC06252333.2r Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. Not found Status: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapCASSELBERRY NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data12117C0170F FEMA FIRM Flood data12117C0180F Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data12117C0160F Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1492 TC06252333.2r Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: LOW Corrosion Potential - Uncoated Steel: Hydric Status: Soil does not meet the requirements for a hydric soil. low water holding capacity. Depth to water table is more than 6 feet. Excessively. Soils have very high and high hydraulic conductivity andSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: fine sandSoil Surface Texture: CANDLER Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: HoloceneSeries: QhCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1493 TC06252333.2r Page A-5 fine sandy loam sandy clay loam fine sand sandDeeper Soil Types: sandy loam loamy sand sandy clay loamShallow Soil Types: No Other Soil TypesSurficial Soil Types: No Other Soil TypesSoil Surface Textures: appear within the general area of target property. Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may OTHER SOIL TYPES IN AREA Min: 4.50 Max: 6.00 Min: 2.00 Max: 6.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam99 inches95 inches 4 Min: 4.50 Max: 6.00 Min: 6.00 Max: 20.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularsand95 inches67 inches 3 Min: 4.50 Max: 6.00 Min: 6.00 Max: 20.00 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularsand67 inches 5 inches 2 Min: 4.50 Max: 6.00 Min: 6.00 Max: 20.00 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularfine sand 5 inches 0 inches 1 Soil Layer Information Boundary Classification Permeability Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1494 TC06252333.2r Page A-6 1/4 - 1/2 Mile SWFLSA11000075910 E21 1/4 - 1/2 Mile SSWFLSA11000073049 D20 1/4 - 1/2 Mile SSWFLSA11000075909 D19 1/4 - 1/2 Mile SSWFLSA11000075908 D18 1/4 - 1/2 Mile SouthFLSA11000019916 C17 1/4 - 1/2 Mile NEFLSA11000064030 15 1/4 - 1/2 Mile SouthFLSA11000007433 C14 1/4 - 1/2 Mile WestFLSA11000000495 B13 1/4 - 1/2 Mile WNWFLSJ11000033642 B12 1/4 - 1/2 Mile WNWFLSJ11000009188 B11 1/4 - 1/2 Mile WestFLSJ11000038362 B10 1/4 - 1/2 Mile WestFLSJ11000063403 B9 1/4 - 1/2 Mile WestFLSJ11000012014 B8 1/4 - 1/2 Mile WestFLSJ11000035211 B7 1/4 - 1/2 Mile WestFLSA11000004733 B6 1/8 - 1/4 Mile SSWFLSA11000019919 A5 1/8 - 1/4 Mile SWFLSA11000019918 A4 1/8 - 1/4 Mile SWFLSA11000019917 A3 1/8 - 1/4 Mile SSEFLSA11000019915 2 0 - 1/8 Mile WestFLSA11000004734 1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/4 - 1/2 Mile SWFL3594026 16 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID No Wells Found FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1495 TC06252333.2r Page A-7 1/2 - 1 Mile NWFLSJ11000011012 J55 1/2 - 1 Mile NWFLSJ11000044216 J54 1/2 - 1 Mile NWFLSJ11000011013 J53 1/2 - 1 Mile NWFLSJ11000041666 J52 1/2 - 1 Mile NWFLSJ11000013658 J51 1/2 - 1 Mile NWFLSJ11000015921 J50 1/2 - 1 Mile NWFLSJ11000043679 J49 1/2 - 1 Mile NWFLSJ11000016453 J48 1/2 - 1 Mile NWFLSJ11000046011 J47 1/2 - 1 Mile SouthFLSA11000064025 46 1/2 - 1 Mile SSEFLSJ11000009878 I45 1/2 - 1 Mile SSEFLSJ11000042246 I44 1/2 - 1 Mile SSEFLSJ11000042174 I43 1/2 - 1 Mile SSEFLSJ11000048899 H42 1/2 - 1 Mile SSEFLSJ11000045636 H41 1/2 - 1 Mile SouthFLSA11000072526 H40 1/2 - 1 Mile SouthFLSA11000070803 39 1/2 - 1 Mile NWFLSJ11000017283 38 1/2 - 1 Mile SouthFLSJ11000009497 H37 1/2 - 1 Mile SouthFLSJ11000003373 H36 1/2 - 1 Mile SouthFLSA11000019972 35 1/2 - 1 Mile SSWFLSA11000075917 G34 1/2 - 1 Mile SSWFLSA11000075916 G33 1/2 - 1 Mile SSWFLSA11000075915 F32 1/2 - 1 Mile SSWFLSA11000075914 F31 1/2 - 1 Mile WNWFLSJ11000030411 30 1/4 - 1/2 Mile SouthFLSA11000075922 F29 1/4 - 1/2 Mile SWFLSA11000077323 E28 1/4 - 1/2 Mile SSWFLSA11000075918 D27 1/4 - 1/2 Mile SSWFLSA11000075920 D26 1/4 - 1/2 Mile SSWFLSA11000075919 D25 1/4 - 1/2 Mile SWFLSA11000075912 E24 1/4 - 1/2 Mile SWFLSA11000075913 E23 1/4 - 1/2 Mile SWFLSA11000075911 E22 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1496 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.4040404040 40404 0 FL 1497 TC06252333.2r Page A-9 Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ABANDONEDStatus: 43Well Type:AAF0832Fl Well ID: Super Act Program Well Data (Department of Health)Database: A4 SW 1/8 - 1/4 Mile Lower FLSA11000019918FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: TERRY HILLWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ABANDONEDStatus: 43Well Type:AAF0831Fl Well ID: Super Act Program Well Data (Department of Health)Database: A3 SW 1/8 - 1/4 Mile Higher FLSA11000019917FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: VERN KINGSBURYWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ABANDONEDStatus: 43Well Type:AAF0829Fl Well ID: Super Act Program Well Data (Department of Health)Database: 2 SSE 1/8 - 1/4 Mile Lower FLSA11000019915FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: JUANITA BLUMBERGWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAI6781Fl Well ID: Super Act Program Well Data (Department of Health)Database: 1 West 0 - 1/8 Mile Higher FLSA11000004734FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1498 TC06252333.2r Page A-10 CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 100Pump Capacity (GPM): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth: 0Casing Depth: 4Casing Diameter: 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: AStation Name: 3Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: B7 West 1/4 - 1/2 Mile Lower FLSJ11000035211FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: TUSKAWILLA TRAILSWell Name:YesSanitary Seal: 3694026Permit #:10Casing Diameter: 322Casing Length:460Well Depth: Black SteeCasing Material:RETAGGEDStatus: 50Well Type:AAI6780Fl Well ID: Super Act Program Well Data (Department of Health)Database: B6 West 1/4 - 1/2 Mile Lower FLSA11000004733FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: CARL ROBERTSWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:INACTIVEStatus: 43Well Type:AAF0833Fl Well ID: Super Act Program Well Data (Department of Health)Database: A5 SSW 1/8 - 1/4 Mile Lower FLSA11000019919FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: MARK RICEWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1499 TC06252333.2r Page A-11 40C-2FL Statute: ClosedPermit Stage: Initial SequencePermit Type: Incian Creek IncSite Name: 8629Site ID: NMonitoring: Production WellStation Type: AStation Name: 1Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: B10 West 1/4 - 1/2 Mile Lower FLSJ11000038362FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (GPM): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth: 0Casing Depth: 4Casing Diameter: 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 13-OCT-92Decision Made: 06-APR-92Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Seminole Pines Mobile Home ParkSite Name: 8628Site ID: NMonitoring: Production WellStation Type: AStation Name: 2Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: B9 West 1/4 - 1/2 Mile Lower FLSJ11000063403FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 100Pump Capacity (GPM): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth: 0Casing Depth: 4Casing Diameter: 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 16-NOV-20Permit Expiration: 16-NOV-00Decision Made: 13-OCT-99Date Received: Tuscawilla TrailsPermit Project Name: CUP General (40C-20)Statute Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: Tuscawilla TrailsSite Name: 20957Site ID: NMonitoring: Production WellStation Type: AStation Name: 4Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: B8 West 1/4 - 1/2 Mile Lower FLSJ11000012014FL WELLS Public SupplyProject Use: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1500 TC06252333.2r Page A-12 Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 750Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 460Total Well Depth: 322Casing Depth: 10Casing Diameter: 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: BStation Name: 3Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: B12 WNW 1/4 - 1/2 Mile Lower FLSJ11000033642FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 750Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 460Total Well Depth: 322Casing Depth: 10Casing Diameter: 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 13-OCT-92Decision Made: 06-APR-92Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Seminole Pines Mobile Home ParkSite Name: 8628Site ID: NMonitoring: Production WellStation Type: BStation Name: 2Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: B11 WNW 1/4 - 1/2 Mile Lower FLSJ11000009188FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (GPM): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth: 0Casing Depth: 4Casing Diameter: 1280Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-APR-92Permit Expiration: 08-APR-85Decision Made: 17-DEC-84Date Received: Indian Creek IncPermit Project Name: CUP Individual (40C-2)Statute Description: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1501 TC06252333.2r Page A-13 12117Fipscounty: Not ReportedZipserved: FLStateserved: Not ReportedCityserved: TUSKAWILLA TRAILSPwsname: FL3594026Pwsid: FLState: 04Epa region: 16 SW 1/4 - 1/2 Mile Lower FL3594026FRDS PWS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590033101WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:ACTIVEStatus: 43Well Type:590033101Fl Well ID: Super Act Program Well Data (Department of Health)Database: 15 NE 1/4 - 1/2 Mile Lower FLSA11000064030FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: PINCH A PENNYWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAC0779Fl Well ID: Super Act Program Well Data (Department of Health)Database: C14 South 1/4 - 1/2 Mile Lower FLSA11000007433FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: TUSKAWILLA TRAILSWell Name:Not ReportedSanitary Seal: 3594026Permit #:Not ReportedCasing Diameter: Not ReportedCasing Length:0Well Depth: Not ReportedCasing Material:INACTIVEStatus: 50Well Type:AAC3132Fl Well ID: Super Act Program Well Data (Department of Health)Database: B13 West 1/4 - 1/2 Mile Lower FLSA11000000495FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1502 TC06252333.2r Page A-14 0.0000Longitude seconds: 16Longitude minutes: 81Longitude degrees: 50.0000Latitude seconds: 41Latitude minutes: 28Latitude degrees: FLState: 0811600Longitude: 284150Latitude: 0811600Longitude: 284150Latitude: TreatedTreatment: 101 - 500 PersonsPopulation served: 32708System zip: FLSystem state: WINTER SPRINGSSystem city: 1070 CHEYENNE TRAILSystem address: Not ReportedSystem address: SEMINOLE PINES/INDIAN CREEKSystem name: 00000318Retail population: Not ReportedDate system deactivated: Not ReportedDate system activated: ActiveActivity status: FL3594026PWS ID: 318Population: AERATION, SLAT TRAYProcess: TASTE / ODOR CONTROLTreatment Objective: Ground waterSource: SEMINOLECounty: 318Population: GASEOUS CHLORINATION, POSTProcess: DISINFECTIONTreatment Objective: Ground waterSource: SEMINOLECounty: 34621PWS zip: FLPWS state: CLEARWATERPWS city: 28050 US HWY 19 NORTH, STE 406PWS address: BERTRAM F. GOULD, PRESIDENTPWS address: MOBILE HOME COMMUNITIES,INC.PWS name: System Owner/Responsible PartyPWS type: FL3594026PWS ID: 318Population: Ground waterSource code: TUSKAWILLA TRAILSOwner: 32708Zip: FLState: WINTER SPRINGSCity: Not ReportedCare of: 1070 CHEYENNE TRAILAddress: TUSKAWILLA TRAILSPWS name: FL3594026PWS ID: TPFactypecode: not reportedTrtprocess: taste / odor controlTrtobjective: IFacactivitycode: Treatment_plantFactype: TUSKAWILLA TRAILSFacname: 8001Facid: FL3594026Pwsid: TPFactypecode: gaseous chlorination, postTrtprocess: disinfectionTrtobjective: IFacactivitycode: Treatment_plantFactype: TUSKAWILLA TRAILSFacname: 8001Facid: FL3594026Pwsid: IPwsactivitycode: 32708Contactzip: FLContactstate: WINTER SPRINGSContactcity: Not ReportedContactaddress2: 1070 CHEYENNE TRAILContactaddress1: 407-327-6712Contactphone: Not ReportedContactorgname: VEIDA LAWTONContact: PrivateOwner: CWSPwstype: GroundwaterPsource longname: 108Pwssvcconn: 318Retpopsrvd: ClosedStatus: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1503 TC06252333.2r Page A-15 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAK3868Fl Well ID: Super Act Program Well Data (Department of Health)Database: D20 SSW 1/4 - 1/2 Mile Lower FLSA11000073049FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320247801WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:Not ReportedStatus: 43Well Type:320247801Fl Well ID: Super Act Program Well Data (Department of Health)Database: D19 SSW 1/4 - 1/2 Mile Lower FLSA11000075909FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9365Fl Well ID: Super Act Program Well Data (Department of Health)Database: D18 SSW 1/4 - 1/2 Mile Lower FLSA11000075908FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: LAKE JESSUP ANIMAL HOSPITALWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAF0830Fl Well ID: Super Act Program Well Data (Department of Health)Database: C17 South 1/4 - 1/2 Mile Lower FLSA11000019916FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1504 TC06252333.2r Page A-16 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248001WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:Not ReportedStatus: 43Well Type:320248001Fl Well ID: Super Act Program Well Data (Department of Health)Database: E23 SW 1/4 - 1/2 Mile Lower FLSA11000075913FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9367Fl Well ID: Super Act Program Well Data (Department of Health)Database: E22 SW 1/4 - 1/2 Mile Lower FLSA11000075911FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320247901WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:Not ReportedStatus: 43Well Type:320247901Fl Well ID: Super Act Program Well Data (Department of Health)Database: E21 SW 1/4 - 1/2 Mile Lower FLSA11000075910FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: DONAHOEWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1505 TC06252333.2r Page A-17 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9371Fl Well ID: Super Act Program Well Data (Department of Health)Database: D27 SSW 1/4 - 1/2 Mile Lower FLSA11000075918FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248401WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:Not ReportedStatus: 43Well Type:320248401Fl Well ID: Super Act Program Well Data (Department of Health)Database: D26 SSW 1/4 - 1/2 Mile Lower FLSA11000075920FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9372Fl Well ID: Super Act Program Well Data (Department of Health)Database: D25 SSW 1/4 - 1/2 Mile Lower FLSA11000075919FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9368Fl Well ID: Super Act Program Well Data (Department of Health)Database: E24 SW 1/4 - 1/2 Mile Lower FLSA11000075912FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1506 TC06252333.2r Page A-18 CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 1200Pump Capacity (GPM): ProposedStation Status: FAS - Upper Floridan AquiferWater Source: 500Total Well Depth: 0Casing Depth: 12Casing Diameter: 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: CStation Name: 3Permit Seq #: 8369Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 30 WNW 1/2 - 1 Mile Lower FLSJ11000030411FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9374Fl Well ID: Super Act Program Well Data (Department of Health)Database: F29 South 1/4 - 1/2 Mile Lower FLSA11000075922FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: RODENBURGWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAK9277Fl Well ID: Super Act Program Well Data (Department of Health)Database: E28 SW 1/4 - 1/2 Mile Lower FLSA11000077323FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1507 TC06252333.2r Page A-19 43Well Type:320248201Fl Well ID: Super Act Program Well Data (Department of Health)Database: G34 SSW 1/2 - 1 Mile Lower FLSA11000075917FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAK9370Fl Well ID: Super Act Program Well Data (Department of Health)Database: G33 SSW 1/2 - 1 Mile Lower FLSA11000075916FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: LOFROOSWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: GALVANIZEDCasing Material:ACTIVEStatus: 43Well Type:AAK9369Fl Well ID: Super Act Program Well Data (Department of Health)Database: F32 SSW 1/2 - 1 Mile Lower FLSA11000075915FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248101WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:Not ReportedStatus: 43Well Type:320248101Fl Well ID: Super Act Program Well Data (Department of Health)Database: F31 SSW 1/2 - 1 Mile Lower FLSA11000075914FL WELLS Public SupplyProject Use: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1508 TC06252333.2r Page A-20 L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statute Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: 1Station Name: 3Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H37 South 1/2 - 1 Mile Lower FLSJ11000009497FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 25Pump Capacity (GPM): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 160Total Well Depth: 102Casing Depth: 4Casing Diameter: 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: 1Station Name: 2Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H36 South 1/2 - 1 Mile Lower FLSJ11000003373FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: HI- FLAVOR MEATS [FORMERLY Well Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ABANDONEDStatus: 41Well Type:AAF0886Fl Well ID: Super Act Program Well Data (Department of Health)Database: 35 South 1/2 - 1 Mile Lower FLSA11000019972FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248201WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:Not ReportedStatus: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1509 TC06252333.2r Page A-21 PLANTEWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAK3884Fl Well ID: Super Act Program Well Data (Department of Health)Database: H40 South 1/2 - 1 Mile Lower FLSA11000072526FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: LORD OF LIFE CHURCHWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAJ1390Fl Well ID: Super Act Program Well Data (Department of Health)Database: 39 South 1/2 - 1 Mile Higher FLSA11000070803FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 0Pump Capacity (GPM): ActiveStation Status: Not ReportedWater Source: 360Total Well Depth: 260Casing Depth: 4Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: City of Winter SpringsSite Name: 306410Site ID: YMonitoring: Monitoring WellStation Type: MW-L2Station Name: 6Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 38 NW 1/2 - 1 Mile Lower FLSJ11000017283FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 25Pump Capacity (GPM): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 160Total Well Depth: 102Casing Depth: 4Casing Diameter: 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1510 TC06252333.2r Page A-22 ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: CStation Name: 2Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I43 SSE 1/2 - 1 Mile Lower FLSJ11000042174FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 1200Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 374Total Well Depth: 84Casing Depth: 8Casing Diameter: 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: 2Station Name: 2Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H42 SSE 1/2 - 1 Mile Lower FLSJ11000048899FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 1200Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 374Total Well Depth: 84Casing Depth: 8Casing Diameter: 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statute Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: 2Station Name: 3Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H41 SSE 1/2 - 1 Mile Lower FLSJ11000045636FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590088401WSRP ID:0Large PWS Well: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1511 TC06252333.2r Page A-23 Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 4Casing Diameter: 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: DStation Name: 2Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I45 SSE 1/2 - 1 Mile Lower FLSJ11000009878FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 4Casing Diameter: 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statute Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: CStation Name: 3Permit Seq #: 8300Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I44 SSE 1/2 - 1 Mile Lower FLSJ11000042246FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 4Casing Diameter: 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1512 TC06252333.2r Page A-24 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 8 Supply Back-up Phase BStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J48 NW 1/2 - 1 Mile Lower FLSJ11000016453FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 900Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 9 Distribution Phase BStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J47 NW 1/2 - 1 Mile Lower FLSJ11000046011FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590032601WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:ERRORStatus: 43Well Type:590032601Fl Well ID: Super Act Program Well Data (Department of Health)Database: 46 South 1/2 - 1 Mile Higher FLSA11000064025FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1513 TC06252333.2r Page A-25 OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 600Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 7 Supply Phase BStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J50 NW 1/2 - 1 Mile Lower FLSJ11000015921FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 900Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 10 Distribution Back-up Phase BStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J49 NW 1/2 - 1 Mile Lower FLSJ11000043679FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 600Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1514 TC06252333.2r Page A-26 City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 3 Supply Phase AStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J53 NW 1/2 - 1 Mile Lower FLSJ11000011013FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 900Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 5 Distribution Phase AStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J52 NW 1/2 - 1 Mile Lower FLSJ11000041666FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 900Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 6 Distribution Phase AStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J51 NW 1/2 - 1 Mile Lower FLSJ11000013658FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1515 TC06252333.2r Page A-27 OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 600Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 2 Supply Phase AStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J55 NW 1/2 - 1 Mile Lower FLSJ11000011012FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 900Pump Capacity (GPM): ActiveStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: City of Winter Springs Reclaimed Water ASite Name: 121312Site ID: NMonitoring: PumpStation Type: Pump 4 Distribution Phase AStation Name: 1Permit Seq #: 105763Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J54 NW 1/2 - 1 Mile Lower FLSJ11000044216FL WELLS OtherProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 600Pump Capacity (GPM): ProposedStation Status: Lake JesupWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 10-APR-27Permit Expiration: 10-APR-07Decision Made: 26-MAY-06Date Received: City of Winter Springs Reclaimed Water AugmentationPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Initial SequencePermit Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1516 TC06252333.2r Page A-28 0%25%75%1.450 pCi/LBasement 0%0%100%0.630 pCi/LLiving Area % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 82 Federal Area Radon Information for SEMINOLE COUNTY, FL : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for SEMINOLE County: 3 Mandatory Residential Database0.0132708 Mandatory Non-Residential Database0.02732708 Certified Residential Database0.028032708 ___________________________________________ Data Source% of sites>4pCi/LTotal BuildingsZip Radon Test Results State Database: FL Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® 1517 TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Environmental Protection Telephone: 850-245-8238 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC06252333.2r Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1518 LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Well Construction Permitting Database Source: Northwest Florida Water Management District Telephone: 850-539-5999 Consumptive Use Permit Well Database Source: St. Johns River Water Management District Telephone: 386-329-4841 DEP GWIS - Generalized Water Information System Well Data Source: Department of Environmental Protection Telephone: 850-245-8507 Data collected for the Watershed Monitoring Section of the Department of Environmental Protection. DOH and DEP Historic Study of Private Wells Source: Department of Environmental Protection Telephone: 850-559-0901 Historic database for private supply wells. Permitted Well Location Database Source: South Florida Water Management District Telephone: 561-682-6877 Super Act Program Well Data Source: Department of Health Telephone: 850-245-4250 This table consists of data relating to all privately and publicly owned potable wells investigated as part of the SUPER Act program. The Florida Department of Health’s SUPER Act Program (per Chapter 376.3071(4)(g), Florida Statutes), was given authority to provide field and laboratory services, toxicological risk assessments, investigations of drinking water contamination complaints and education of the public. Water Well Location Information Source: Suwannee River Water Management District Telephone: 386-796-7211 Water Well Permit Database Source: Southwest Water Management District Telephone: 352-796-7211 TC06252333.2r Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1519 OTHER STATE DATABASE INFORMATION Oil and Gas Permit Database Source: Department of Environmental Protection Telephone: 850-245-3194 Locations of all permitted wells in the state of Florida. Florida Sinkholes Source: Department of Environmental Protection, Geological Survey Telephone: The sinkhole data was gathered by the Florida Sinkhole Research Institute, University of Florida. RADON State Database: FL Radon Source: Department of Health Telephone: 850-245-4288 Zip Code Based Radon Data Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC06252333.2r Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1520 APPENDIX E 1521 MapDirectSource: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community,Esri, HERE, Garmin, (c) OpenStreetMap contributors, FDEP, DWM,Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GISuser community, FDEP,DWM, FDEP/DWM/BWC, WRMWaste Cleanup CLOSED Responsible Party SitesWaste Cleanup OPEN Responsible Party SitesWaste Cleanup INACTIVE Responsible Party SitesSuperfund Waste Cleanup SitesNPLSuperfundNovember 13, 202000.350.70.17mi00.61.20.3km1:18,056Map created by Map Direct, powered by ESRI.Florida Department of Environmental Protection makes no warranty,expressed or implied,or assumes any legal liability or responsibility for the accuracy,completeness,or usefulness of any information,apparatus,product,or process disclosed,or represents that its use would not infringe privately owned rights.SUBJECT PROEPRTY1522 11/13/2020 1/1 Site Investigation Section Sites Drycleaning Solvent Program Cleanup Sites Petroleum Contamination Monitoring (PCTS) Discharges ELIGIBLE DISCHARGES OPEN INELIGIBLE DISCHARGES OPEN ELIGIBLE DISCHARGES COMPLETED INELIGIBLE DISCHARGES COMPETED Registered Tanks from Storage Tank Contamination Monitoring (STCM) Closed Hazardous Waste Facilities Compliance and Enforcement Tracking for HAZardous (CHAZ) Facilities Solid Waste Facilities Facility General Disposal Area Waste Processing Area Solid Waste Disaster Debris Management Sites Florida Institutional Controls Registry Brownfield Areas Brownfield Sites Ground Water Contamination Areas Florida Superfund Waste Cleanup Sites NPL Superfund Waste Cleanup INACTIVE Responsible Party Sites Waste Cleanup OPEN Responsible Party Sites Waste Cleanup CLOSED Responsible Party Sites 1523 Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/12/2020 Page 1 of 331747103174770317483031748903174950317501031750703174710317477031748303174890317495031750103175070474070474130474190474250474310474370474430474490474550474610474670 474070 474130 474190 474250 474310 474370 474430 474490 474550 474610 474670 28° 42' 10'' N 81° 15' 56'' W28° 42' 10'' N81° 15' 32'' W28° 41' 57'' N 81° 15' 56'' W28° 41' 57'' N 81° 15' 32'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 100 200 400 600Feet 0 40 80 160 240Meters Map Scale: 1:2,890 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. 1524 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Seminole County, Florida Survey Area Data: Version 19, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 22, 2019—Mar 11, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/12/2020 Page 2 of 3 1525 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 EauGallie and Immokalee fine sands 2.0 11.9% 24 Paola-St. Lucie sands, 0 to 5 percent slopes 11.8 69.8% 27 Pomello fine sand, 0 to 5 percent slopes 2.2 12.8% 29 St. Johns and EauGallie fine sands 0.9 5.4% 31 Tavares-Millhopper complex, 0 to 5 percent slopes 0.0 0.1% Totals for Area of Interest 16.9 100.0% Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/12/2020 Page 3 of 3 1526 APPENDIX F 1527   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 1                                                                                                Legend   Subject Property   Note: Image provided by University of Florida  1940 AERIAL PHOTOGRAPH  1528   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 2                                                                                                Legend   Subject Property   Note: Image provided by University of Florida  1948 AERIAL PHOTOGRAPH  1529   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 3                                                                                                Legend   Subject Property   Note: Image provided by University of Florida  1957 AERIAL PHOTOGRAPH  1530   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 4                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1964 AERIAL PHOTOGRAPH  1531   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 5                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1966 AERIAL PHOTOGRAPH  1532   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 6                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1970 AERIAL PHOTOGRAPH  1533   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 7                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1974 AERIAL PHOTOGRAPH  1534   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 8                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1978 AERIAL PHOTOGRAPH  1535   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 9                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1983 AERIAL PHOTOGRAPH  1536   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 10                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1989 AERIAL PHOTOGRAPH  1537   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 11                                                                                                Legend   Subject Property   Note: Image provided by FDOT  1995 AERIAL PHOTOGRAPH  1538   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 12                                                                                                Legend   Subject Property   Note: Image provided by Google Earth  2002 AERIAL PHOTOGRAPH  1539   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 13                                                                                                Legend   Subject Property   Note: Image provided by Google Earth  2006 AERIAL PHOTOGRAPH  1540   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 14                                                                                                Legend   Subject Property   Note: Image provided by Google Earth  2008 AERIAL PHOTOGRAPH  1541   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 15                                                                                                Legend   Subject Property   Note: Image provided by Google Earth  2009 AERIAL PHOTOGRAPH  1542   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 16                                                                                                Legend   Subject Property   Note: Image provided by Google Earth  2014 AERIAL PHOTOGRAPH  1543   Phase I ESA ‐ Residential Property  141 Bear Springs Drive  Winter Springs, Seminole County, Florida 32708    Checked By: CSM Date: November 12, 2020  Project No: 0140.2000386.0000  Page No:  Drawn By: CSM Scale: Not to Scale Report No: 1818450 17                                                                                         Legend     Subject Property  Note: Image provided by Google Earth  2019 AERIAL PHOTOGRAPH  1544 APPENDIX G 1545 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 141 Bear Springs Drive 141 Bear Springs Drive Winter Springs, FL 32708 November 03, 2020 6252333.3 1546 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 11/03/20 141 Bear Springs Drive 141 Bear Springs Drive Universal Engineering Sciences 3532 Maggie Boulevard Winter Springs, FL 32708 6252333.3 Orlando, FL 32811 Chris Mccormick The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Universal Engineering Sciences were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. BB10-4FA1-A3F8 NA UNMAPPED PROPERTY 0140.200386.0000 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: BB10-4FA1-A3F8 Universal Engineering Sciences (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 6252333 3 2 1547 APPENDIX H 1548 141 Bear Springs Drive 141 Bear Springs Drive Winter Springs, FL 32708 Inquiry Number: 6252333.5 November 08, 2020 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc 1549 TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 1550 EXECUTIVE SUMMARY DESCR IPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2017 EDR Digital Archive 2014 EDR Digital Archive 2010 EDR Digital Archive 2005 EDR Digital Archive 2000 EDR Digital Archive 1995 EDR Digital Archive 1992 EDR Digital Archive 1981 Polk's City Directory 1978 Polk's City Directory 1974 Polk's City Directory 1968 Polk's City Directory 1964 Polk's City Directory 1960 Polk's City Directory 6252333-5 Page 1 1551 6252333-5 Page 2 1552 FINDINGS TARGET PROPERTY STREET 141 Bear Springs Drive Winter Springs, FL 32708 Year CD Image Source BEAR SPRINGS DR 2017 pg A2 EDR Digital Archive 2014 -EDR Digital Archive Street not listed in Source 2010 -EDR Digital Archive Street not listed in Source 2005 -EDR Digital Archive Street not listed in Source 2000 -EDR Digital Archive Street not listed in Source 1995 -EDR Digital Archive Street not listed in Source 1992 -EDR Digital Archive Street not listed in Source 1981 -Polk's City Directory Street not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 6252333-5 Page 3 1553 FINDINGS CROSS STREETS No Cross Streets Identified 6252333-5 Page 4 1554 City Directory Images 1555 - BEAR SPRINGS DR EDR Digital Archive 6252333.5 Page: A2 SourceTarget Street Cross Street 2017 150 ABBOTT, CORY D ALLMOND, WYATT ALMON, ALISA ANDERSON, PATRICIA ASSENZA, ANTONIO BALDWIN, ALEXANDRA BARNEY, STEPHANIE BEAUMONT, KENDALL BENDER, NORMA M BORDNER, KENNETH P BOX, RON BRIER, DOUGLAS W BURLISON, AARON BUYS, JUSTIN CADORETTE, JAIME M CAMPBELL, DOUGLAS D CARABALLO, JAVIER CARLSON, NICHOLAS CARPENTER, GLENN L CASH, KINGSTON G CHEATHAM, DENNIS COFFEY, MARY L COLON, EPIFANIO R COLON, KRISTEN CRUZ, ISAAC CUADROS, TERESA A DANIELS, JARED C DAVIS, RUTH E DEHLINGER, JASON P DEJARLAIS, LEE ECKART, REGINA L ECKART, THELMA I EDWARDS, LILLIAN B ERVIN, JON EWETZ, RICKARD FAIRBANKS, COREY FAIRCLOTH, RALPH FINLEY, KEVIN FRAELLO, DANIELLE FRANCO, ALLAN FRASER, KYLE GARCES, DORIS GARCIA, JANET GASTON, SEAN D GEBELL, DAVID R GITTENS, REBECCA S GOODMAN-WISMONT, SCOTT L GOODMANWIS, SCOTT GREESON, SPRING GROENENDAAL, PETER 1556 (Cont'd) - BEAR SPRINGS DR EDR Digital Archive 6252333.5 Page: A3 SourceTarget Street Cross Street 2017 150 HABIB, CATHY N HARSHBARGER, RALPH E HEYDE, SARAH HICKS, JONATHAN HILTON, ROBERT M HOEFLINGER, JOSEPH D HULL, PATRICIA JOHNSON, NANCY G JORDAN, WHITNEY K JUSTON, SEAN KENDRICK, SAKIA KING, MATTHEW M KRUG, MARC LAMBERT, ALEX S LAURICELLA, PATRICIA H LOWE, DAVID D LUNA, ANDREA MACHADO, ADALBERTO B MACMAHAN, JUNE L MADRID, MIGUEL MARRERO, MYDALIS L MARTINEZ, BRIANNA MARTINEZ, LISA M MCCOY, PATRICK MCLAREN, AMANDA K MENDOZA, BEATRIZ MERCADO, BIENVENIDA MILLER, MICHAEL J MITCHELL, TACHIANNA MONGELLUZZO, NORMA L MONTOYA, JUAN MOON, MEREDITH MULLIGAN, JAMES J NAIDU, JAYAMALA A NEILEN, SHARYON A NOVELLA, SHAWN OSORIO, MARIA PATWAL, AKSHAY PEASE, LEXIE PERNA, TALIA M PERSONS, VERNA V PFAFF, ELIZABETH PICKERING, MAXWELL PONZO, CHRISTINE PRIEM, WAYNE RAMIREZ, DIMAS RAULERSON, JASON REYES, JENNIFER RISTAINO, CAROL RISTAINO, EUGENE J 1557 (Cont'd) - BEAR SPRINGS DR EDR Digital Archive 6252333.5 Page: A4 SourceTarget Street Cross Street 2017 150 RIZE AT WINTER SPRINGS RODRIGUEZ, FRANCIS RODRIGUEZ, MIGUEL A RODRIGUEZ, VALERY ROJAS, LAURA ROMAINE, CHERYL ROOKWOOD, OMARI ROSEBERRY, BLAINE A RUNDA, SCOTT SCHECK, ALLYSON L SCHMIDS, TERESA SCHROEDER, MICHELLE J SEACHRIST, RENAE E SISK, LONE L SMITH, JASON SOLOVYEVA, ZOYA SOUTH, COURTNEY SPATZ, ZOE STARKEY, BUD STEADHAM, AMBER STROHS, GREGORY TALLEVAST, JACK N TAYLOR, ANDREA N TAYLOR, KEITH I TEJADA, FRANK THEDY, MAX J THOMAS, KRYSTEN THOMPSON, JAMES TILLMAN, APRIL S TOOMEY, AILEEN N VALDIVIESO, LEIDA V VELEZ, AMALIA VISALLI, SANDRA H WESTLEY, MICHAEL J WHITE, AUDREY WHITE, MICHAEL F WILLIAMS, CRYSTAL L WILLIS, KIMBERLEY N WISDO, FRANK WRIGHT, ERIC L WUERTZ, DRAKE YASKO, GEORGIANA R 1558 APPENDIX I 1559 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 1 of 10 Home facing south Studio facing south 1560 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 2 of 10 Shed facing south Shed facing south 1561 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 3 of 10 Shed facing south Greenhouse facing north 1562 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 4 of 10 Northwest corner of the property facing east Northeast corner of the property facing south 1563 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 5 of 10 Southeast corner of the property facing north Example of a private well 1564 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 6 of 10 Pad mounted transformer on the east property line AST on the west side of the home 1565 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 7 of 10 UST on the southwest side of the home School on the north adjoining property 1566 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 8 of 10 Vacant land on the east adjoining property Home on the south adjoining property 1567 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 9 of 10 Retail on the south adjoining property Apartment on the west adjoining property 1568 Phase I ESA – Residential Property UES Project No. 0140.200386.0000 141 Bear Springs Drive UES Report No. 1818450 Winter Springs, Seminole County, Florida 32708 Page 10 of 10 Vacant land on the west adjoining property 1569 APPENDIX J 1570 UNIVERSAL ENGINEERING SCIENCES, INC. 3532 Maggie Boulevard, Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 www.UniversalEngineering.com ASTM E1527-13 USER INTERVIEW RECORD Project: Date: Completed By: Relationship to Project: Comment: The User (client) must provide the following information (if available) to the Environmental Professional. Information provided below is intended to assist the Environmental Professional in gathering information from the User that may be material to identifying recognized environmental conditions in connection with the subject property. Failure to provide this information could result in a determination that “all appropriate inquiry” is not complete. Please provide additional details if the answer is “yes” to any of the questions. If answer is “no” to any of the questions, please indicate what information the answer was based on. 1. Did a search of recorded land title records (or judicial records where appropriate) identify that environmental liens (ELs) filed or recorded against the property under federal, tribal, state, or local law (40 CFR 312.26)? 2. Did a search of recorded land title records (or judicial records where appropriate) identify any activity and use limitations (AULs), such as engineering controls, land use restrictions, or institutional controls that are in place at the property and/or have been filed or recorded against the property under federal, tribal, state, or local law (40 CFR 312.26)? 3. Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business (40 CFR 312.28)? 4. Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property (40 CFR 312.29)? Page 1 of 4 Winter Springs Town Center - Blumberg 10/26/2020 StoryBook Holdings, LLC (rep: Jose Chaves) Developer No, based on review of the Title Commitment provided by First American Title Insurance Company. Yes, based on review of the Title Commitment provided by First American Title Insurance Company, there are several ordinances previously recorded establishing the Future Land Use and zoning (land use restrictions). No environmental activity and use limitations identified. No, property is a single family residential home. Yes. 1571 UNIVERSAL ENGINEERING SCIENCES, INC. 3532 Maggie Boulevard, Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 www.UniversalEngineering.com ASTM E1527-13 USER INTERVIEW RECORD 5. Are you aware of commonly known or reasonably ascertainable information about the property that would help the Environmental Professional to identify conditions indicative of releases or threatened releases (40 CFR 312.30)? a.) Do you know any of the past uses of the property? b.) Do you know of specific chemicals that are present or once were present at the property? c.) Do you know of spills or other chemical releases that have taken place at the property? d.) Do you know of any environmental cleanups that have taken place at the property? e) Can you provide contact information for any of the past owners or occupants of the subject property? 6. Based on your knowledge and experience related to the property, are there any obvious indicators that point to the presence or likely presence of releases at the property (40 CFR 312.31)? 7. Are you aware of any other knowledge or experience with the property that may be pertinent to the Environmental Professional, such as copies of any available prior environmental site assessment reports, documents (ex: Material Safety Data Sheets, environmental permits, geotechnical evaluations, safety plans, preparedness and prevention plans, spill prevention, countermeasure, and control plans, Community Right-to-Know Plan, risk assessments, recorded activity use limitations, hazardous waste generator notices/reports, hydrogeologic reports), correspondence, etc., concerning the property and its environmental condition. If so, can you provide a copy? Page 2 of 4 Not other than as identified in a previous Phase I ESA completed by Universal Engineering Sciences, Inc. Not other than as identified in a previous Phase I ESA completed by Universal Engineering Sciences, Inc. Not other than as identified in a previous Phase I ESA completed by Universal Engineering Sciences, Inc. Not other than as identified in a previous Phase I ESA completed by Universal Engineering Sciences, Inc. No Yes; Juanita Blumberg; juanitablu@gmail.com ph 407-399-7487 Not other than as identified in a previous Phase I ESA completed by Universal Engineering Sciences, Inc. Not other than as identified in a previous Phase I ESA completed by Universal Engineering Sciences, Inc. 1572 UNIVERSAL ENGINEERING SCIENCES, INC. 3532 Maggie Boulevard, Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 www.UniversalEngineering.com ASTM E1527-13 USER INTERVIEW RECORD 8. Please provide all entities that will need reliance on the Phase I ESA. ALSO NEEDED: (a) the reason why the Phase I ESA is required; (b) the type of property and type of property transaction, for example, sale, purchase, refinance, foreclosure, exchange, etc.; (c) the site address for the property, site location map, tax parcel identification numbers; (d) the scope of services desired for the Phase I ESA (including whether any parties to the property transaction may have a required standard scope of services on whether any considerations beyond the requirements of Practice E 1527 are to be considered); (e) identification of the site contact and how the contact can be reached; (f) any special terms and conditions which must be agreed upon by the Environmental Professional Page 3 of 4 StoryBook Holdings, LLC; Project Finance & Development, LLC; (One more entity TBD - will be provided prior to report completion). Proposed Development Purchase 141 Bear Springs Dr. Winter Springs, FL 32708; Parcel ID 26-20-30-5AR-0B00-028E Standard Scope of Services for Phase I ESA Jose Chaves Ph: 321-246-8811 No 1573 UNIVERSAL ENGINEERING SCIENCES, INC. 3532 Maggie Boulevard, Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 www.UniversalEngineering.com SIGNATURE It is understood that the information presented in this form is an integral part of the Phase I ESA process and that UES will evaluate and rely on this information in the development of the final Phase I ESA report. Questionnaire Prepared By (signature): Print/Type Name: Title: Company: Date: Page 4 of 4 Jose Chaves Manager StoryBook Holdings, LLC 10/26/2020 1574 1575 1576 1577 APPENDIX K 1578 APPENDIX L 1579 UNIVERSAL ENGINEERING SCIENCES, INC. Geotechnical Engineering • Geophysical & Environmental Services Building Code Compliance Inspection and Plan Review Construction Materials Testing • Threshold Inspection Biographical Data ”Committed to Service” CHRISTOPHER S. MCCORMICK Environmental Project Manager Expertise Environmental Consulting and Permitting; Contamination Remediation Oversight; Environmental Testing and Sampling (Soil, Groundwater, Asbestos, Mold); Monitor Wells; Erosion Control; CAD; Indoor Air Quality ([IAQ]/Mold & Moisture); Roof Inspections; Thermography; Construction Materials Testing Academic Background Bachelor of Science, Biology, University of Central Florida, 2013 Certifications 40-Hour Hazardous Waste Operations and Emergency Response Training (HAZWOPER) 8-Hour OSHA Health and Safety Refresher Training, Full Face Respirator Test Florida Stormwater Erosion Inspector Asbestos Survey & Mechanical Training (AHERA Building Inspector) NIOSH 582 Equivalent Level 1 (#AA03150758205) Experience Mr. McCormick has over 13 years of professional experience in the environmental consulting industry. He has managed and performed numerous asbestos inspections and supervised various contaminated soil and mold abatements in Florida. Mr. McCormick also has extensive experience sampling soil, groundwater from wells, mold, and asbestos containing materials (ACM). He has also installed numerous temporary wells and installed erosion control fencing. He has also performed Infrared scans using a thermo-camera during inspections of commercial/residential properties for moisture and indoor air quality (IAQ) surveys. Mr. McCormick has also performed construction materials testing: slump tests, air content test, concrete cylinders, density testing with a nuclear gauge. His most recent relevant project experience includes: completion of Transaction Screen Process (TSP) reports and Phase I Environmental Site Assessments (ESA). Mr. McCormick routinely performs Phase I and II Environmental Site Assessments (ESAs) and remedial activities on properties including industrial sites, commercial and residential developments, and vacant land tracts. His project management experience includes projects such as ESAs, TSPs, asbestos building surveys, and indoor air quality monitoring for clients throughout the southeastern United States and the Virgin Islands. His technical skills include proficiency with the following software and equipment: AutoCAD 2008; Adobe Acrobat, Photoshop; Microsoft Word, Excel, Outlook Power Point, Info Path; Microstation J; Surfer 7; Roofer; ThermaCam Explorer 99; ThermaCam Reporter 2000; Dexil Petroflag Meter; Hach 2100P Turbidimeter; FLIR Infrared camera; Thermo TVA 1000 F.I.D.; and YSI 55 MPS Multimeter. Related Projects  Former S&H Fabrication Annual Operation and Maintenance (O&M) of Remedial System, Sanford, Seminole County, Florida. Mr. McCormick assisted the project manager for annual this remedial O&M project. His duties/responsibilities included sample collection and analysis for annual report, cleaning and general maintenance of the treatment system, and repairs to the treatment system which was damaged by lightning. Universal Engineering Sciences, Inc. (Universal) designed and implemented the Remedial Action Plan and is responsible for all reporting to the Florida Department of Environmental Protection (FDEP) Central District, as well as summarizing the remedial activities conducted periodically.  Spring 2013 Semi-Annual Surface Water and Groundwater Monitoring Report, Orange County Solid Waste Management Facility, 5901 Young Pine Road, Orlando, Orange County, Florida. The subject property, an Orange County Solid Waste Management Facility (OCSWMF), is managed by the OCUSWD. It is comprised of two scale houses, eight 1580 UNIVERSAL ENGINEERING SCIENCES, INC. Geotechnical Engineering • Geophysical & Environmental Services Building Code Compliance Inspection and Plan Review Construction Materials Testing • Threshold Inspection Biographical Data ”Committed to Service” retention ponds, a compost yard, a used tire processing area, one active and three closed Class I Landfill cells, one active and one closed Class III Landfill cells, and various other operating facilities. The semi-annual surface water and groundwater monitoring is conducted in accordance with OCSWMF’s Monitoring Plan Implementation Schedule (MPIS) attached to the Landfill Operations Permit Number SF48-0128169-032. Mr. McCormick collected the samples for this semi-annual surface water and groundwater sampling event from four of the eight designated surface water monitoring locations (SW-P5, SW-P6, SW-P11, and SW-P12) at the subject property for quality assurance/quality control purposes. He also inspected the monitor wells to ensure that they are functioning properly.  Phase I ESA, Lake Charm Drive Subdivision, Oviedo, Seminole County, Florida. The subject property being considered for re-development as a new residential subdivision consisted of approximately 38 acres. Mr. McCormick conducted an evaluation of the past and current uses of subject property and surrounding properties to identify recognized environmental conditions which would warrant further evaluation with respect to the range of contaminants within the scope of Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) (42 U.S.C. 9601) and petroleum products.  Limited Groundwater Screening, WaWa Facility 5820 Edgewater Drive, Orlando, Orange County, Florida. Mr. McCormick collected the samples for this limited groundwater screening project.  Asbestos Survey, Six Vacant Duplex Structures, City of Ocoee Public Works, Orange County, Florida. Mr. McCormick performed pre-demolition asbestos surveys and sampling of the interiors, exteriors and roofs of the six vacant residential structures constructed in 1950 to identify suspect Asbestos Containing Materials (ACMs) for the City of Ocoee Public Works Department. All of the structures were constructed with concrete block walls and wood roof systems. Mr. McCormick obtained samples of building materials which were observed during a walk-through inspection of the subject facilities that are typically suspected of containing asbestos as a constituent. The bulk samples were submitted to an NVLAP approved laboratory for analysis using EPA approved methods for industry accepted standards. According to Federal Regulation 49 CFR, Part 763 (AHERA), under the direction of an asbestos consultant licensed in the State of Florida, Mr. Robert Sport and Mr. Chris McCormick, conducted these activities and compiled and submitted a detailed report to the City of Ocoee.  Limited Soil and Groundwater Assessment, Hunt Club Cleaners, Apopka, Orange County, Florida. Universal Engineering Sciences, Inc. (Universal) completed a limited soil and groundwater assessment at the above Hunt Club Cleaners property in Apopka in 2014. The facility had began operations as a dry cleaner in 1986 utilizing tetrachloroethene (PCE) and operating one dry-to-dry machine, a distillation unit, a spotting board, several steam presses, and a conventional washing machine and dryer. Sludges, machine lint, spent filters and residues generated from the dry cleaning operation necessitated the client hiring Universal to collect soil and groundwater samples to screen for the presence of dry cleaning compounds which likely had been released from the facility to the environment. Universal obtained a permit for the well installation from the Water Management District and installed the monitor wells, conducted the sampling, and procured sample analysis from a properly accredited laboratory. Once all pertinent data had been collected and analyzed, Mr. McCormick prepared a detailed report which was reviewed and sealed by a Florida licensed Professional Geologist on staff.  Former S&H Fabrication Annual Operation and Maintenance (O&M) of Remedial System, Sanford, Seminole County, Florida. Mr. McCormick assisted the project manager, 1581 UNIVERSAL ENGINEERING SCIENCES, INC. Geotechnical Engineering • Geophysical & Environmental Services Building Code Compliance Inspection and Plan Review Construction Materials Testing • Threshold Inspection Biographical Data ”Committed to Service” Mr. Michael J. Geden, P.G., who is managing the supplemental site assessment of this former manufacturing facility which had used tetrachloroethene (PCE) as a vapor degreaser. PCE leached through the concrete structure of the degreaser into the soils and groundwater under the building. The assessment used the membrane interface probe (MIP) for direct measurement of contaminant impact and to determine the lithology beneath the site. This investigation revealed a zone of DNAPL residing on top of one of the clay layers beneath the former degreasing unit. Universal Engineering Sciences. Inc. (Universal) collected groundwater samples from three hydrologic units utilizing a GeoProbe to delineate the extent of impact. Universal is currently recovering impacted groundwater from the shallow aquifer which is treated on-site and discharged under permit to the POTW. Universal prepared a source removal plan and provided media sampling oversight of the excavation of the former pit and the soils below the pit. Universal treated the remaining soils below the pit using a chemical oxidation strategy. Additional remedial design to expand treatment of the surficial aquifer above the clay layer continues. Mr. McCormick‘s duties/responsibilities have included sample collection and analysis for annual report, cleaning and general maintenance of the treatment system, and repairs to the treatment system which was damaged by lightning. Universal was responsible for the design and implementation of the Remedial Action Plan and is responsible for all reporting to the Florida Department of Environmental Protection (FDEP) Central District, as well as summarizing the remedial activities conducted periodically.  Operation & Maintenance, Deland NPL (Sherwood Medical) Site, 2010 Int'l. Speedway Blvd., Deland, Volusia County, Florida. Annual tasks include site management services, scheduled O&M and preventative maintenance operations (weekly, monthly and quarterly), semi-annual sampling of all monitoring points and regulatory reporting and residential well sampling and reporting. Universal Engineering Sciences, Inc. (Universal) has also completed a baseline fish tissue sampling effort for two lakes at the site, a vapor intrusion investigation utilizing OSHA and EPA Risk Assessment and reporting requirements, a Supplemental Site Assessment for the identification of source areas, a Supplemental Site Assessment to delineate extent of off-site impact, a Source Area Pilot Study utilizing HRC and has completed three (3) five-year reviews (1999, 2004, and 2009) of the selected remedy in accordance with the Record of Decision. All system operational controls, installed in 1993, have been replaced to allow for remote monitoring and control of the extraction and treatment system. Mr. McCormick assisted the project manager for semi-annual this remedial O&M project. His duties/responsibilities included sample collection and analysis for the semi- annual report, cleaning and general maintenance of the treatment system, and repairs to the treatment system as needed.  Previous Employment. Mr.McCormick provided site supervision and testing over Duke Energy (formerly Progress Energy) subcontractors in abatement clean-ups for their leaking single phase and three phase pad mounted transformers. Soil was sampled and field tested for mineral oil and polychlorinated biphenyls (PCBs). Groundwater was sampled from temporary wells. Universal Office Orlando, Florida Years with Universal 2 (2013) Years with Other Firms 11 1582 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data MICHAEL J. GEDEN, P.G. Senior Project Manager Expertise Environmental Project Management, Site Assessment, Site Remedial Actions Academic Background B.S., Earth Science, Northeastern Illinois University, Chicago, Illinois Registrations Professional Geologist, Florida No. (PG408), (1988) Professional Geologist, Arkansas (1988) Professional Geologist, North Carolina (1987) Certifications Employee Development Course in Hazardous Materials and Site Investigations Trained in Hazardous Waste Cleanup and Disposal Techniques, 1983 Short Course, Ground Water Modeling, NWWA, 1985 Short Course, RCRA Rules and Regulations, Government Institutes, 1991 Experience Mr. Geden has over 33 years of professional experience conducting and managing groundwater investigations, site assessments, risk assessments and remediation. Projects have included literature and record searches, design and implementation of field assessment programs including installation and sampling of soil borings and groundwater monitor wells, geophysical investigations, single and multiple well aquifer testing, groundwater modeling and report preparation. Sites involved include those on the National Priorities List (NPL), RCRA, industrial, residential and open land. Clients have included the federal government, state, county and municipal governments and private industrial concerns. Related Projects PETROLEUM SITES ƒ Managed Assessment and Remedial Actions, Former Defense Fuels Supply Point,Lynn Haven, Florida. This facility formerly provided bulk fuels to Tyndell Air Force Base, but is currently being decommissioned. Site activities included removal of bulk fuel storage tanks and the railroad network, delineation of petroleum contamination within the soils and groundwater and the installation of groundwater and soil remediation systems. Active remediation at the site includes dual-phase groundwater recovery, standard recovery wells, and air sparging. Soils at the site are also underwent enhanced bio-remediation. Recovered groundwater was treated in an air stripper and returned via infiltration and spray fields. ƒ Petroleum Cleanup Program. Managing assessment and remedial actions at former gas station sites in Seminole County, Orange County, Osceola County and Polk County under the FDEP Petroleum Cleanup Program. All sites had been redeveloped for other usage and investigations and remedial actions had to be designed to be minimally disruptive to the current usage of the properties. ƒ Managed Assessment and Remedial Actions, Defense Fuels Supply Point, MacDill Air Force Base, Tampa, Florida. This operational facility provides bulk fuels to the Air Force Base. Site activities have included delineation of petroleum contamination within the soils and groundwater and the installation of groundwater remediation systems. Refurbishing of the bulk storage tanks by the Air Force allowed for the installation of an air sparging system under the tanks which are currently operational. Contaminated soils in the basins and at the pumping facility are being addressed as the refurbishing of the facility continues. Product recovery has been completed at two locations and the installation of additional groundwater remedial systems are progressing. ”Committed to Service” 1583 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data ”Committed to Service” HAZARDOUS WASTE SITE ADMINISTRATION/ASSESSMENTS/REMEDIATION ƒ Industrial Site Assessment, Volusia County, Florida. Mr. Geden is managing assessment of former manufacturing facility which utilized tetrachloroethene (PCE) in its process. This 1950’s era site disposed of wastewater into an adjacent dry well. During the due diligence process to sell the property contamination was noted in the groundwater beneath the site. Subsequent investigations have detected PCE up to 1500 feet off-site and the adjacent residential neighborhood has been placed on a community water supply. The delineation of impact in three water bearing units above the Floridan aquifer was completed in 2012 and the investigation of the Floridan aquifer is underway. ƒ Industrial Site Assessment, Seminole County, Florida. Mr. Geden is managing the supplemental site assessment of a former manufacturing facility which used tetrachloroethene (PCE) historically as a vapor degreaser. PCE leached through the concrete structure of the degreaser into the soils and groundwater under the building. The assessment used the membrane interface probe (MIP) for direct measurement of contaminant impact and to determine the lithology beneath the site. This investigation revealed a zone of DNAPL residing on top of one of the clay layers beneath the former degreasing unit. UES collected groundwater samples from three hydrologic units utilizing a GeoProbe to delineate the extent of impact. UES is currently recovering impacted groundwater from the shallow aquifer which is treated on-site and discharged under permit to the POTW. The assessment and remedial design for the lower aquifers continues. ƒ Soil Vapor Study and Vapor Intrusion Risk Assessment, NPL Cleanup Site, Deland, Florida. Completed Soil Vapor Survey at NPL cleanup site at the request of the USEPA. Contaminant concentrations detected in the groundwater below the operating facility posed the potential for possible vapor intrusion into the manufacturing facility. While vapor concentrations were very high beneath the buildings and paved portions of the property, risk assessment modeling showed that exposure to the potential vapors was with acceptable levels. ƒ Supplemental Field Investigation, NPL Cleanup Site, Deland, Florida. Mr. Geden is currently managing supplemental field investigation at NPL Cleanup site. EPA requested the collection of additional data to better define extent of contamination. Effort requires collection of groundwater data utilizing the GeoProbe Membrane Interface Probe and Electron Capture Detector, completion of multi-aquifer pumping test, installation of deep aquifer monitoring points and the collection of discrete depth groundwater samples utilizing dispersion sampling equipment. Second phase of effort requires installation of FLUTe sampling technology to determine location of DNAPL within the interbedded sands, silts and clays of the confining layer. ƒ Brownfield Redevelopment Project, Orlando, Florida. Project Geologist for a general assessment of the soil and groundwater quality associated with two railroad tracks that traversed a former lumber yard which was being redeveloped as a multi-tenant residential development. Petroleum-impacted soil, specifically benzo(a)pyrene and its equivalents, in addition to arsenic, were identified in the soil beneath the former railroad tracks at concentrations that exceed the state of Florida cleanup criteria for residential use properties. Universal has developed a remedial strategy for removal of the estimated 8,800 cubic yards of contaminated soils. In April 2007, the city of Orlando designated the property as a Brownfield Site (BF480702000). The site assessment was completed and impacted soil was excavated. The site received a SRCO without conditions in 2012. 1584 UNIVERSAL ENGINEERING SCIENCES, INC. Threshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data ”Committed to Service” ƒ Remedial Action Operations and Maintenance, Sherwood Medical Industries NPL Site, Deland, Florida. Mr. Geden is responsible for total operation of all selected remedies at the Sherwood Medical NPL site in accordance with two approved Records of Decision (ROD). As Project Manager, Mr. Geden represents the interests of the client directly to the EPA in operational matters. Additionally, Mr. Geden is responsible for instrumentation of operating remediation system, installation of telemetry system to allow remote monitoring of system operation, weekly, monthly and quarterly O&M and preventative maintenance operations, preparation and implementation of a new O&M manual, semi-annual sampling of all monitoring points and regulatory reporting. All data is compiled into semi-annual reports which are submitted to the Florida Department of Environmental Protection and the United States Environmental Protection Agency, Region IV. Publications Denahan, S. A., Gregory, R. G., and Geden, M. J. The Slug Test--A Ground Water Quality Management Tool. National Water Works Association, Conservation and Regulation of Ground Water Resources Conference, 1983. Isaac, R. B., Spariosu, D., Samson, C., Gray, K. F., Cox, C. H., Geden, M. J. A Partnering Effort that Expedited the Remedial Action Process at the Alabama Army Ammunition Plant. National Defense Preparedness Association, 22nd Environmental Symposium and Exhibition, 1996. Geden, M. J. Partial Delisting of the Alabama Army Ammunition Plant. National Defense Industrial Association, 24th Environmental Symposium and Exhibition, 1998. Geden, M. J. Alabama Army Ammunition Plant - Area A, A CERCLA Case Study. Executive Enterprises Environmental Regulation Course, 1998. Geden, M.J., Nadolishny, A. Application of the Toolbox Approach and a Dynamic Workplan for Expedited Delineation of a Solvent Plume. Florida Remediation Conference, 2002. Geden, M.J., Accelerated Bioremediation of Chlorinated Ethenes with a Controlled- Release Electron Donor at an Industrial Site in Deland, FL. Florida Remediation Conference, 2006 Egan, J.E., Geden, M.J., Pilot Study – Reductive Dechlorination Results Review. AHMP 2009 National Conference, 2009. Universal Office Orlando, Florida Years with Universal 8 (2005) Years with Other Firms 24 1585 First American Title Insurance Company 2301 Maitland Center Parkway, Suite 450 Maitland, FL 32751 Phone: (407)691-5200 Fax: (407)691-5300 PROPERTY INFORMATION REPORT FOR THE FILING OF A SUBDIVISION PLAT IN City of Winter Springs, SEMINOLE County, Florida FATIC File No.: 2037-5608894 A search of the Public Records of SEMINOLE County, Florida, through September 10, 2021 at 8:00 a.m. reveals the following with respect to the legal description of the property set out on the subdivision plat of Hickory Groves Townhomes (not yet recorded), said legal description attached hereto as Exhibit "A", and made a part hereof: A. The last deed of record was dated May 27, 2005 and recorded June 30, 2005 in Official Records Book 5789, Page 941, Public Records of SEMINOLE County, Florida. B. The record title holder is Juanita D. Blumberg, as Trustee of the Juanita D. Blumberg Revocable Trust dated May 3, 2004. C. The name(s) of the record title holder DOES NOT coincide with the name(s) shown as owner(s) on the unrecorded plat of Hickory Groves Townhomes. D. Unsatisfied mortgages or liens encumbering said property are as follows: NONE E. Underlying rights of way, easements or plats affecting said property are as follows: 1. Easement in favor of Florida Power Corporation recorded August 31, 1972 in Official Records Book 951, Page 1569, Public Records of Seminole County, Florida. 2. Terms and conditions of that certain Curb Cut Easement for Ingress and Egress to Public Access Road to Winter Springs High School from Brantley Avenue executed by The School Board of Seminole County, Florida in favor of Lewis Blumberg and Juanita D. Blumberg, his wife, recorded June 16, 1994 in Official Records Book 2786, Page 1256, Public Records of Seminole County, Florida. 3. Terms and conditions of that certain Public Utility Easement executed by Lewis Blumberg and Juanita D. Blumberg in favor of the City of Winter Springs, Florida recorded April 9, 2001 in Official Records Book 4046, Page 896, Public Records of Seminole County, Florida. 4. Public Recreational Easement executed by Lewis Blumberg and Juanita D. Blumberg in favor of the City of Winter Springs, Florida recorded June 14, 2001 in Official Records Book 4101, Page 1025, Public Records of Seminole County, Florida. 5. Reservation of Easements contained in that certain Warranty Deed between Lewis Blumberg and Juanita Blumberg a/k/a Juanita D. Blumberg, his wife and the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida recorded April 20, 2001 in Official Records Book 4056, Page 428, Public Records of Seminole County, Florida. 1586 6. Restrictions, dedications, conditions, reservations, easements and other matters shown on the plat of D.R. Mitchell's Survey of the Levy Grant on Lake Jessup, as recorded in Pat Book 1, Page(s) 5, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). F. Other information regarding said property includes: NONE G. 2020 Ad valorem taxes on said property are Paid for Tax Parcel I. D. Number 26-20-30-5AR-0B00- 028E. 1587 PROPERTY INFORMATION REPORT FOR THE FILING OF A SUBDIVISION PLAT IN City of Winter Springs, SEMINOLE County, Florida This property information report is made for the purpose of furnishing the information required for the filing of the above referenced subdivision plat in accordance with the provisions of Chapter 177.041 of the Florida Statutes and the requirements of the City of Winter Springs Land Development Code. This search of a minimum of 30 years has been prepared expressly for the appropriate governing body as defined by Chapter 177.071 FS and it is not to be relied upon by any other group or person for any other purpose. This report is not an opinion of title, title insurance policy, warranty of title, or any other assurance as to the status of title and shall not be used for the purpose of issuing title insurance. Pursuant to s. 627.7843, Florida Statutes, the maximum liability of the issuer of this property information report for errors or omissions in this property information report is limited to the amount paid for this property information report, and is further limited to the person(s) expressly identified in the property information report as the recipients of the property information report. First American Title Insurance Company By:________ _____________ Authorized Signatory 1588 Exhibit "A" A portion of Lots 28, 29 and 30, D.R. Mitchell's Survey of the Levy Grant on Lake Jessup as per plat thereof as recorded in Plat Book 1, Page 5 of the Pubic Records of Seminole County, Florida; being more particularly described as follows: Commence at the Northwest corner of Lot 28, D.R. Mitchell's Survey of the Levy Grant on Lake Jessup as per plat thereof as recorded in Plat Book 1, Page 5 of the Public Records of Seminole County, Florida and run South 71°24'38" East along the North line of said Lots 28 and 29 and the South right of way line of Second Street for a distance of 333.41 feet to the POINT OF BEGINNING; thence continue South 71°24'38" East along said line for a distance of 533.01 feet to a point on a curve concave Southwesterly having tangent bearing of South 65°37'28" East and a radius of 358.00 feet; thence departing said North line of Lots 28 and 29 and the South right of way line of Second Street and run Southeasterly along the arc of said curve through a central angle of 39°08'43" for a distance of 244.59 feet to the Point of Tangency; thence run South 26°28'45" East, a distance of 237.47 feet to a Point of Curvature of a curve concave Northeasterly and having a radius of 142.00 feet and a central angle of 45°00'00"; thence run Southeasterly along the arc of said curve for a distance of 111.53 feet to the Point of Tangency; thence run South 71°28'45" East, a distance of 253.56 feet to a Point of Curvature of a curve concave Southerly and having a radius of 82.00 feet; thence run Southeasterly along the arc of said curve through a central angle of 12°29'09" for a distance of 17.87 feet to the Point of Tangency; thence run South 59°55'05" East, a distance of 40.83 feet to a Point of Curvature of a curve concave Westerly and having a radius of 30.00 feet; thence run Southerly along the arc of said curve through a central angle of 90°00'00" for a distance of 47.12 feet to the Point of Tangency; thence run South 30°04'55" West along the Westerly right of way line of Tuskawilla Road (formerly Brantley Avenue) for a distance of 261.86 feet; thence departing said right of way line and run along the Northerly line of Parcel 6 as per the Warranty Deed as recorded in Official Records Book 4164, Page 1552 of the Public Records of Seminole County, Florida for the following courses: from a point being on a curve concave Northwesterly and having a tangent bearing South 30°04'55" West and a radius of 15.00 feet; thence run Southwesterly along the arc of said curve through a central angle of 39°19'07" for a distance of 10.29 feet to the Point of Tangency; thence run South 69°24'02" West for a distance of 53.25 feet; thence North 60°43'32" West for a distance of 136.29 feet; thence North 71°24'05" West for a distance of 498.39 feet; thence departing said Northerly line of Parcel 6 and run along the Northerly line of Parcel 4 as per the Warranty Deed as recorded in Official Records Book 4056, Page of 0428 of the Public Records of Seminole County, Florida for the following five (5) courses: thence run North 18°35'55" East for a distance of 137.55 feet; thence North 71°24'05" West, a distance of 293.20 feet; thence run North 00°00'00" East for a distance of 200.02 feet; thence North 83°31'22" West, a distance of 105.03 feet; thence North 71°24'05" West, a distance of 162.54 feet to a point on Easterly line of a tract of land as per the Warranty Deed as recorded in Official Records Book 4423, Page 1797 of the Pubic Records of Seminole County, Florida; thence run North 18°35'55" East along said Easterly line for a distance of 325.13 feet to the POINT OF BEGINNING. 1589 1590 1591 1592 1593 1594 1595 1596 1597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 12/9/2020 Seminole County Florida Tax Collector https://payments.seminolecounty.tax/_asp/payresult.asp?txtAccountID=2620305AR0B00028E 1/2 REAL ESTATE TAX SEARCH RESULTS Search Options (index.html) These searches are for information only. To make a payment, visit our new payment portal! (https://www.paydici.com/seminole-county-fl/search/landing) Do not use this information for a title search. Current and historical legal descriptions may differ. CURRENT YEAR TAXES PAID Parcel:26-20-30-5AR-0B00-028E Property Address: 141 BEAR SPRINGS DR Note: Property Appraiser's tax bill information amount shown does not include any non advalorem assessments. Owner & Mailing Address: BLUMBERG, JUANITA D TR PO BOX 195430 WINTER SPGS FL 32719 5430 Property Mailing Address Change Request (http://www.scpafl.org/Downloads) Legal Description: PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON CURVE 244.59 FT S 26 DEG 28 MIN 45 SEC E 237.47 FT SELY ON CURVE 111.53 FT S 71 DEG 28 MIN 45 SEC E 253.56 FT SELY ON CURVE 17.87 FT S 59 DEG 55 MIN 05 SEC E 40.83 FT SLY ON CURVE 47.12 FT S 30 DEG 04 MIN (CLICK HERE FOR FULL LEGAL FROM PROPERTY APPRAISER'S WEBSITE) (http://www.scpafl.org/ParcelDetailinfo.aspx? PID=26-20-30-5AR-0B00-028E) Tax Year:2020 Tax Bill #:059165 Non-School Assessed Value:$491,545 School Assessed Value:$491,545 Gross Tax Amount:$7,298.89 Millage Code:W1 WINTER SPRINGS Exemptions Granted:YES (http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2620305AR0B00028E) Homestead:YES 1620 12/9/2020 Seminole County Florida Tax Collector https://payments.seminolecounty.tax/_asp/payresult.asp?txtAccountID=2620305AR0B00028E 2/2 Additional Exemptions:YES Non-Ad Valorem Assessments: *NONE* Tax Status: CURRENT YEAR TAXES PAID Date Receipt Num.Amount Paid 11-30-20 L11/30/20P004126 $7,006.93 Information below reflects the 2020 tax bill discounted and gross amounts. NOV 30 DEC 31 JAN 31 FEB 28 MAR 31 $7,006.93 $7,079.92 $7,152.91 $7,225.90 $7,298.89 Other Comments: Prior Years Unpaid Delinquent Taxes: *NONE* 1621 TOTAL AD VALOREM TAXES TAXING AUTHORITY TAXES LEVIED AD VALOREM TAXES TOTAL NON-AD VALOREM ASSESSMENTS COMBINED TAXES AND ASSESSMENTS See reverse side for important information. TOTAL MILLAGE LEVYING AUTHORITY RATE AMOUNT PAY IN U.S. FUNDS TO SEMINOLE COUNTY TAX COLLECTOR • P.O. BOX 630 • SANFORD, FL 32772-0630 FOR PROCESSING PURPOSES, PLEASE DO NOT WRITE ON THIS NOTICE. MILLAGE RATE (DOLLARS PER $1,000 OF TAXABLE VALUE)EXEMPTION (s) ASSESSED VALUE PLEASE RETAIN THIS PORTION FOR YOUR RECORDSTAXABLE VALUE SEMINOLE COUNTY TAX COLLECTOR APPLICABLE VALUES AND EXEMPTIONS BELOW PROPERTY I.D. NUMBER ESCROW CD MILLAGE CODE NOTICE OF AD VALOREM TAXES AND NON-AD VALOREM ASSESSMENTS NON-AD VALOREM ASSESSMENTS SEMINOLE COUNTY TAX COLLECTOR APPLICABLE VALUES AND EXEMPTIONS ABOVE PROPERTY I.D. NUMBER ESCROW CD MILLAGE CODE NOTICE OF AD VALOREM TAXES AND NON-AD VALOREM ASSESSMENTS1687 - 548572020 SEMINOLE COUNTY REAL ESTATE BLUMBERG, JUANITA D TR PO BOX 195430 WINTER SPGS FL 32719-5430 BLUMBERG, JUANITA D TR PO BOX 195430 WINTER SPGS FL 32719-5430 W1 W1 26-20-30-5AR-0B00-028E 26-20-30-5AR-0B00-028E COUNTY 4.8751 491,545 50,500 441,045 2,150.14 SCHOOL 5.9340 491,545 25,500 466,045 2,765.51 CITY WINTER SPRINGS 2.4100 491,545 50,500 441,045 1,062.92 FIRE 2.7649 491,545 50,500 441,045 1,219.45 ST JOHNS WATER MANAGEMENT 0.2287 491,545 50,500 441,045 100.87 $7,298.8916.2127 $.00 $7,298.89 PAY ONLY ONE AMOUNT PAY ONLY ONE AMOUNT BY NOV 30 BY DEC 31 BY JAN 31 BY FEB 28 BY MAR 31 7,006.93 7,079.92 7,152.91 7,225.90 7,298.89 BY NOV 30 BY DEC 31 BY JAN 31 BY FEB 28 BY MAR 31 7,006.93 7,079.92 7,152.91 7,225.90 7,298.89 2020 SEMINOLE COUNTY REAL ESTATE PLEASE DETACH AND RETURN THIS ORIGINAL STUB WITH PAYMENT R R PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON (CONTINUATION ON TAX ROLL) PAD: 141 BEAR SPRINGS DR PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON (CONTINUATION ON TAX ROLL) PAD: 141 BEAR SPRINGS DR 0200 002620305A R0B00028E5 000000000 00000 00007298896 20206 PAY ONLINE WWW.SEMINOLECOUNTY.TAX TAX BILL NUMBER 059165 TAX BILL NUMBER 059165 „-YBY+I w%RvLH/ „U J vX/LOsp$1!Z }m}-=]M mMM]M=- 1622 1623 1624 1625 1626 1627 PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE SEMINOLE COUNTY, FLORIDA UES PROJECT NO. 0130.2000459.0000 UES REPORT NO. 1821893 PREPARED FOR: Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, FL 32751 Attention: Mr. Jon Droor PREPARED BY: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 (407) 423-0504 December 2, 2020 Revised January 13, 2021 Consultants in: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspection Offices in: • Orlando (Headquarters) • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Miami • Ocala • Palm Coast • Panama City • Pensacola • Rockledge • Sarasota • St. Petersburg • Tampa • Tifton, GA • West Palm Beach • Atlanta, GA UNIVERSAL ENGINEERING SCIENCES 1628 3532 Maggie Blvd. • Orlando, Florida 32811 • (407) 423-0504 • Fax (407) 423-3106 www.UniversalEngineering.com LOCATIONS: Atlanta, GA Daytona Beach Fort Myers Fort Pierce Gainesville Jacksonville Miami Ocala Orlando (Headquarters) Palm Coast Panama City Pensacola Rockledge Sarasota St. Petersburg Tampa Tifton, GA West Palm Beach December 2, 2020 Revised January 13, 2021 Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, FL 32751 Attention: Mr. Jon Droor, P.E. Director Land Acquisition and Entitlement – Orlando Division Jon.Droor@mattamycorp.com Reference: Preliminary Geotechnical Exploration 141 Bear Springs Drive Seminole County, Florida UES Project No. 0130.2000459.0000 UES Report No. 1821893 Dear Mr. Droor: Universal Engineering Sciences, LLC. (UES) has completed a preliminary geotechnical exploration at the above referenced site in Seminole County, Florida. The scope of our exploration was planned in conjunction with and authorized by you. This exploration was performed in accordance with UES Proposal No. 1808202, dated October 2, 2020 and with generally accepted soil and foundation engineering practices. No other warranty, express or implied, is made. The following report presents the results of our field exploration with a geotechnical engineering interpretation of those results with respect to the project characteristics as provided to us. We have included soil and groundwater conditions at the boring locations and preliminary geotechnical recommendations for foundation design, pavement design and site preparation. We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, LLC. Certificate of Authorization No. 549 Timothy D. Triplett, P.E. Ricardo C. Kiriakidis L., Ph.D., P.E. Geotechnical Project Engineer Geotechnical Department Manager FL P.E. Registration No. 79027 1629 TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION ........................................................................................................................... 3 2.0 PURPOSE ....................................................................................................................................................... 3 3.0 SITE DESCRIPTION .................................................................................................................................... 4 3.1 SOIL SURVEY ................................................................................................................... 4 3.2 TOPOGRAPHY .................................................................................................................. 4 3.3 POTENTIOMETRIC MAP ..................................................................................................... 4 4.0 SCOPE OF SERVICES ................................................................................................................................. 5 5.0 FIELD EXPLORATION ............................................................................................................................... 5 6.0 LABORATORY TESTING ........................................................................................................................... 5 7.0 SUBSURFACE CONDITIONS ..................................................................................................................... 6 7.1 GENERALIZED SOIL PROFILE ............................................................................................. 6 8.0 GROUNDWATER CONDITIONS ............................................................................................................... 6 8.1 EXISTING GROUNDWATER LEVEL ...................................................................................... 6 8.2 SEASONAL HIGH GROUNDWATER LEVEL ............................................................................ 7 9.0 GEOTECHNICAL ASSESSMENT OF SITE ............................................................................................. 7 10.0 GENERAL SITE SUITABILITY ................................................................................................................. 8 11.0 PRELIMINARY FOUNDATION DESIGN CONSIDERATIONS ........................................................... 8 12.0 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS.......................................................... 8 13.0 TYPICAL SITE PREPARATION CONSIDERATIONS ........................................................................... 9 14.0 DEWATERING AND EXCAVATION CONSIDERATIONS ................................................................... 9 15.0 FINAL GEOTECHNICAL EXPLORATION ........................................................................................... 10 16.0 LIMITATIONS............................................................................................................................................. 10 1630 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 2 LIST OF TABLES Table I: Summary of Published Soil Data .................................................................................... 4 Table II: Laboratory Methodologies ............................................................................................. 6 Table III: Generalized Soil Profile ................................................................................................ 6 APPENDICES APPENDIX A USGS Location Map .................................................................................................... A-1 FGS Sinkhole Map ...................................................................................................... A-2 APPENDIX B Boring Location Plan ................................................................................................... B-1 Boring Logs ................................................................................................................. B-2 Key to Boring Logs Sheet ............................................................................................ B-3 APPENDIX C GBC Document ........................................................................................................... C-1 Constraints and Restrictions ........................................................................................ C-2 1631 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 3 1.0 PROJECT DESCRIPTION We understand you are considering the purchase a parcel of land identified by the county as Parcel ID# 26-20-30-5AR-0B00-028E. The subject site is approximately 12.2 acres and is located at 141 Bear Springs Drive in Winter Springs, Seminole County, Florida. A conceptual site plan provided by Storybook Holdings, LLC. and dated September 8, 2020 showed the proposed construction of approximately 126 townhome units, associated parking and drive areas and two proposed stormwater ponds. At this time, UES was asked to perform a preliminary geotechnical exploration to evaluate the suitability of the site for the anticipated improvements. Should any of the above information or assumptions made by UES be inconsistent with the planned development and construction, we request that you contact us immediately to allow us the opportunity to review the new information in conjunction with our report and revise or modify our engineering recommendations accordingly, as needed. 2.0 PURPOSE The purposes of this exploration were: • to explore and evaluate the subsurface conditions at the site with special attention to potential problems that may impact the proposed development, • to provide our estimates of the seasonal high groundwater level at the boring locations, • to provide preliminary geotechnical engineering recommendations for foundation design, pavement design and site preparation, and • to provide a professional opinion on the potential for future sinkhole formation on site based upon a desktop literature review. This report presents an evaluation of site conditions on the basis of geotechnical procedures for site characterization. The recovered samples were not examined, either visually or analytically, for chemical composition or environmental hazards. We would be glad to provide you with a proposal for these services at your request. Our field exploration was not designed to specifically address the potential for surface expression of deep geological conditions, such as sinkhole development related to karst activity. This evaluation requires a more extensive range of field services (i.e. ground penetrating radar and electrical resistivity testing) than those performed in this study. We would be pleased to conduct an exploration to evaluate the probable effect of the regional geology upon the proposed construction, if you so desire. However, our scope of work did include performing a desktop study for relative sinkhole potential of the subject site. 1632 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 4 3.0 SITE DESCRIPTION The subject site is located within Section 38/39, Township 20 South, Range 31 East in Seminole County, Florida. More specifically, the site is located at the northwest corner of Blumberg Boulevard and Tuskawilla Road in Winter Springs, Florida. At the time of our exploration, the site consisted of a moderately to heavily vegetated, parcel with an existing single family residence. 3.1 SOIL SURVEY There are two (2) native soil types mapped within the general area of the site according to the USDA NRCS Soil Survey of Seminole County. A brief summary of the mapped surficial (native) soil type(s) is presented in Table I. Please note that the soils types and their associated engineering properties may have been altered by past development activities within the vicinity of the subject site. TABLE I SUMMARY OF PUBLISHED SOIL DATA Soil Symbol Soil Type Hydrologic Group Drainage Characteristics Depth of Published Seasonal High GWT (feet) 24 Paola-St. Lucie sands, 0 to 5 percent slopes A Excessively drained >6½ 27 Pomello fine sand, 0 to 5% slopes A Moderately well drained 2 to 3½ 3.2 TOPOGRAPHY According to information obtained from the United States Geologic Survey (USGS) “Casselberry, Florida” quadrangle map, the native ground surface elevation across the site area ranges approximately +40 feet National Geodetic Vertical Datum (NGVD). We note that the site slopes from west to east towards Lake Jessup. Based on review of the USGS map and the Seminole County Watershed Atlas, the normal high water elevation of Lake Jessup appears to be about +5 feet NGVD. A copy of a portion of the USGS Map is included in Appendix A. 3.3 POTENTIOMETRIC MAP Based upon review of the St. Johns River Water Management District Potentiometric map (May 2009) of the Upper Floridian Aquifer for the project area, the potentiometric level at the site is estimated to be at elevation +25 to +30 feet, NGVD. The native ground surface elevation across the site area is approximately +40 to +50 feet NGVD. This indicates artesian groundwater levels on the order of 10 to 25 feet below the existing ground surface. 1633 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 5 4.0 SCOPE OF SERVICES The services conducted by UES during our geotechnical exploration were as follows: • Drilled six (6) Standard Penetration Test (SPT) borings scattered across the site to depths of 20 feet below existing grades. • Secured samples of representative soils encountered in the soil borings for review, laboratory analysis and classification by a Geotechnical Engineer. • Measured the existing site groundwater levels and provide an estimate of the seasonal high groundwater level at the boring locations. • Conducted laboratory testing on selected soil samples obtained in the field to determine their engineering properties. • Assessed the existing soil conditions with respect to the proposed construction. • Performed a desktop literature review of karst activity in the area to assess the general potential of Karst activity in the area. • Prepared a report which documents the results of our exploration and analysis with geotechnical engineering recommendations. 5.0 FIELD EXPLORATION The six (6) SPT borings, designated B-07 through B-12, as shown on the attached Boring Location Plan in Appendix B, were performed in general accordance with the procedures of ASTM D 1586 “Standard Method for Penetration Test and Split-Barrel Sampling of Soils”. SPT sampling was performed continuously within the top 10 feet to detect variations in the near surface soil profile and on approximate 5 feet centers thereafter. The SPT soil borings were performed with an ATV-mounted drilling rig. UES located the test borings by using the provided site plan, measuring from existing on-site landmarks shown on an aerial photograph, and by using handheld GPS devices. No survey control was provided. Hence, the indicated test boring locations should be considered accurate to the degree of the methodologies used. The approximate boring locations are shown in Appendix B. Ground surface elevations at the boring locations would be beneficial to help us to identify any anomalies in our measured and estimated seasonal high groundwater levels, as well as improve the usefulness the groundwater information during the civil engineering design of the site. 6.0 LABORATORY TESTING The soil samples recovered from the test borings were returned to our laboratory and visually classified in general accordance with ASTM D 2487 “Standard Classification of Soils for Engineering Purposes” (Unified Soil Classification System). We selected representative soil samples from the borings for laboratory testing to aid in classifying the soils and to help to evaluate 1634 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 6 the general engineering characteristics of the site soils. The results of these tests are shown on the boring logs in Appendix B. A summary of the tests performed is shown in Table II. TABLE II LABORATORY METHODOLOGIES Test Performed Number Performed Reference Grain Size Analysis (#200 wash only) 6 ASTM D 1140 “Amount of Material in Soils Finer than the No. 200 (75 - µm) sieve” Moisture Content 6 ASTM D 2216 “Laboratory Determination of Water (Moisture) Content of Soil by Mass” 7.0 SUBSURFACE CONDITIONS 7.1 GENERALIZED SOIL PROFILE The results of our field exploration and laboratory analysis, together with pertinent information obtained from the SPT borings, such as soil profiles, penetration resistance and groundwater levels are shown on the boring logs included in Appendix B. The Key to Boring Logs, Soil Classification Chart is also included in Appendix B. The soil profiles were prepared from field logs after the recovered soil samples were examined by a Geotechnical Engineer. The stratification lines shown on the boring logs represent the approximate boundaries between soil types, and may not depict exact subsurface soil conditions. The actual soil boundaries may be more transitional than depicted. A generalized profile of the soils encountered at our boring locations is presented in Table III. For detailed soil profiles, please refer to the attached boring logs. TABLE III GENERALIZED SOIL PROFILE Stratum No. Typical Depth Soil Description Typical Range of SPT “N” Values (feet, bls) From To 1 0 5½ to 13½ Very loose to medium dense fine SAND [SP] 2 to 17 2 5½ to 13½ 20* Loose to dense silty/clayey fine SAND [SM, SP-SM, SC] 8 to 23 *Denotes maximum termination depth of the borings. 8.0 GROUNDWATER CONDITIONS 8.1 EXISTING GROUNDWATER LEVEL We measured the water levels in the boreholes on November 17 & 18, 2020 during our drilling operations. Groundwater was encountered at depths ranging from approximately 7 to 9 feet below existing site grades at the time of our exploration. We note that the fluctuation in the encountered groundwater levels is likely due to topographic relief across the site as it slopes from west to east 1635 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 7 towards the wetlands. Fluctuations in groundwater levels should be anticipated throughout the year, primarily due to topographical relief, seasonal variations in rainfall, surface runoff, and other factors that may vary from the time the borings were conducted. 8.2 SEASON AL HIGH GROUNDWATER LEVEL Based on historical data, the rainy season in Central Florida is between June and October of the year. In order to estimate the seasonal high water level at the boring locations, many factors are examined, including the following: • Measured groundwater level • Drainage characteristics of existing soil types • Current & historical rainfall data • Natural relief points (such as lakes, rivers, wetlands, etc.) • Man-made drainage systems (ditches, canals, retention basins, etc.) • On-site types of vegetation • Review of available data (soil surveys, USGS maps, etc.) • Redoximorphic features (mottling, stripping, etc.) Based on the results of our field exploration and the factors listed above, we anticipate that the seasonal high groundwater level at our boring locations will likely form at depths ranging from approximately 6½ to 8½ feet below existing site grades. The estimated seasonal high groundwater table at each boring location is shown on the attached boring logs in Appendix B. It should be noted that the estimated seasonal high water levels do not provide any assurance that groundwater levels will not exceed these estimated levels during any given year in the future. Should the impediments to surface water drainage be present, or should rainfall intensity and duration, or total rainfall quantities, exceed the normally anticipated rainfall quantities, groundwater levels might exceed our seasonal high estimates. Further, it should be understood that changes in the surface hydrology and subsurface drainage from on-site and/or off-site improvements could have significant effects on the normal and seasonal high groundwater levels. 9.0 GEOTECHNICAL ASSESSMENT OF SITE In this section of the report, we present professional opinions and recommendations for general site suitability, preliminary foundation design, typical site preparation, groundwater control, and construction observation and testing. The following geotechnical opinions and recommendations have been developed on the basis of the previously described project characteristics and subsurface conditions encountered. If there are any changes in these project criteria, including building locations on the site, a review should be made by UES to determine if modifications to the recommendations are warranted. Based on the results of the fieldwork, laboratory evaluation and engineering analyses, we have identified the following potential constraints to the development of this site including the presence of a shallow estimated seasonal high groundwater table across the eastern portion of the site. Portions of the may need to be raised to provide adequate separation above the ground water table, particularly on the eastern portion of the site. Depending upon final site grades, 1636 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 8 pavement underdrains may be necessary for portions of this site if the required separation is not met by grading. Although we have indentified some potential constraints to the development, we believe with proper planning and execution, the site can be adapted for the proposed structures and associated improvements with normal, good practice site preparation techniques. 10.0 GENERAL SITE SUITABILITY Based on the results of the borings, the near surface soils across the site were found to consist mostly of loose to dense sandy soils with varying amounts of silt and clay [SP, SP-SM, SM, SC] to a depth of 20 feet below existing grades. It is our opinion that proposed structures can be supported on properly designed and constructed shallow foundation systems provided that the site preparation recommendations outlined in this report are followed, and any loose surficial soils are properly densified. 11.0 PRELIMINARY FOUNDATION DESIGN CONSIDERATIONS Based upon the findings of the limited number of soils borings performed across the site, it is our preliminary opinion that the subject site is suitable for the construction of lightly loaded structures with loads up to approximately 5 kips per lineal foot of wall and 75 kips for isolated columns with normal site preparation operations. This will require removal of all surficial organic laden topsoil, compaction of the exposed subgrade, and filling the site with structural fill compacted to at least 95% of the soil’s Modified Proctor maximum dry density (ASTM D 1557) to a depth of 2 feet below the foundation bearing levels. Once the site is properly prepared as outlined, an allowable bearing capacity on the order of 2,000 to 2,500 pounds per square foot is recommended for the design of foundations in order to keep total and differential settlements to tolerable levels (i.e. 1-inch or less total settlement and ½-inch or less of differential settlement). Once building configurations and maximum structural loadings have been finalized, a final geotechnical exploration will need to be performed to provide specific geotechnical recommendations for final site preparation and foundation design, as well as perform settlement analyses based upon the expected structural loads. 12.0 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS The surficial soils appear suitable to support typical light duty pavement sections. We preliminarily recommend using a flexible pavement section for this project. Flexible pavements combine the strength and durability of several layer components to produce an appropriate and cost-effective combination of available materials. We recommend using a three-layer pavement section consisting of stabilized subgrade, base course, and surface course. A stabilized subgrade may be required to stabilize surficial sands for stability during the compaction operations. The three-layer pavement may be placed on existing, prepared subgrade or compacted embankment fill. 1637 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 9 One of the most critical influences on the pavement performance in Central Florida is the relationship between the pavement subgrade and the seasonal high groundwater level. Many roadways and parking areas have been destroyed as a result of deterioration of the base and the base/surface course bond. We strongly recommend that the seasonal high groundwater and the bottom of the base course be separated by at least 12 to 18 inches for flexible pavements, depending on the type of base material used. If this separation is not met by site grading, roadway underdrains will be required for the successful completion of this project. 13.0 TYPICAL SITE PREPARATION CONSIDERATIONS Site preparation should consist of stripping the construction limits of any vegetation, roots, surficial organic soils, debris, etc. Following stripping, the loose subgrade soils, and all subsequent fill soils, should be proof-rolled and densified in order to provide a homogeneous, compacted, sandy soil system underneath the proposed site improvements including foundations, floor slabs, pavements, utilities, etc. All structural fill should consist of clean fine sands [SP] (less than 5 percent fines) placed in maximum 12 inch uniform loose lifts. Fill soils containing between 5 and 12 percent fines (SP-SM or SP-SC) may be also be used, however, strict moisture control may be required. Each lift of structural fill should be densified to at least 95 percent of the Modified Proctor test maximum dry density of the soil (ASTM D 1557) and tested for compaction and approved before the placement of subsequent lifts. The on-soils meet the above criteria and are considered suitable for use as structural fill material. We recommend the developer retain UES to provide inspection services during the site preparation procedures for confirmation of the adequacy of the earthwork operations. Field tests and observations include verification of foundation subgrades by monitoring earthwork operations and performing quality assurance tests of the placement of compacted structural fill courses. 14.0 DEWATERING AND EXCAVATION CONSIDERATIONS Based on the groundwater level conditions encountered and depending on final site grades, some dewatering may be required for the successful construction of this project. Where excavations will extend only a few feet below the groundwater table, a sump pump may be sufficient to control the groundwater table. Deeper excavations may require well points and/or sock drains to control the groundwater table. Regardless of the method(s) used, we recommend drawing down the water level at least 2 feet below the bottom of the excavation. The actual method(s) of dewatering should be determined by the contractor. The design and discharge of the dewatering system must be performed in accordance with applicable regulatory criteria (i.e. water management district, etc.) and compliance with such criteria is the sole responsibility of the contractor. Excavations should be sloped as necessary to prevent slope failure and to allow backfilling. As a minimum, temporary excavations below 4-foot depth should be sloped in accordance with OSHA regulations. Where lateral confinement will not permit slopes to be laid back, the excavation should be shored in accordance with OSHA requirements. During excavation, excavated material should not be stockpiled at the top of the slope within a horizontal distance equal to the excavation depth. Provisions for maintaining workman safety within excavations is the sole responsibility of the contractor. 1638 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 10 15.0 FINAL GEOTECHNICAL EXPLORATION Please note that this exploration was preliminary in nature, and was designed to help determine the presence of any near surface constraints which would significantly impact the intended development of the subject site, as well as affect the cost of construction. The information obtained from this exploration is not sufficient for final design of foundation systems and building and pavement grades. We strongly recommended that the information obtained from this preliminary exploration be supplemented with a more comprehensive subsurface exploration once the building layouts and the site plan have been finalized. Deeper soil borings are also required if you wish to evaluate the presence of deeper deposits of unsuitable soils on site. The foundations for the building and the pavement grades should be designed based on the information obtained from a comprehensive geotechnical exploration program. This report has not been prepared to meet the full needs of design professionals, contractors, or any other parties. Any use of this report without the guidance of the geotechnical engineer who prepared it constitutes improper usage which could lead to erroneous assumptions, faulty conclusions, and other problems. 16.0 LIMITATIONS This report has been prepared for the exclusive use of Storybrook Holdings, LLC. and other designated members of their design/construction team associated with the proposed construction for the specific project discussed in this report. No other site or project facilities should be designed using the soil information contained in this report. As such, UES will not be responsible for the performance of any other site improvement designed using the data in this report. This report should not be relied upon for final design recommendations or professional opinions by unauthorized third parties without the expressed written consent of Universal Engineering Sciences. Unauthorized third parties that rely upon the information contained herein without the expressed written consent of UES assume all risk and liability for such reliance. The recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the Boring Location Plan and from other information as referenced. This report does not reflect any variations which may occur between the boring locations. The nature and extent of such variations may not become evident until the course of construction. If variations become evident, it will then be necessary for a re-evaluation of the recommendations of this report after performing on-site observations during the construction period and noting the characteristics of the variations. Borings for a typical geotechnical report are widely spaced and generally not sufficient for reliably detecting the presence of isolated, anomalous surface or subsurface conditions, or reliably estimating unsuitable or suitable material quantities. Accordingly, UES does not recommend relying on our boring information for estimation of material quantities unless our contracted services specifically include sufficient exploration for such purpose(s) and within the report we so state that the level of exploration provided should be sufficient to detect anomalous conditions 1639 141 Bear Springs Drive UES Project No. 0130.2000459.0000 Seminole County, Florida UES Report No. 1821893 11 or estimate such quantities. Therefore, UES will not be responsible for any extrapolation or use of our data by others beyond the purpose(s) for which it is applicable or intended. All users of this report are cautioned that there was no requirement for UES to attempt to locate any man-made buried objects or identify any other potentially hazardous conditions that may exist at the site during the course of this exploration. Therefore no attempt was made by UES to locate or identify such concerns. UES cannot be responsible for any buried man-made objects or environmental hazards which may be subsequently encountered during construction that are not discussed within the text of this report. We can provide this service if requested. During the early stages of most construction projects, geotechnical issues not addressed in this report may arise. Because of the natural limitations inherent in working with the subsurface, it is not possible for a geotechnical engineer to predict and address all possible problems. An Association Geotechnical Business Council (GBC) publication, "Important Information About This Geotechnical Engineering Report" appears in Appendix D, and will help explain the nature of geotechnical issues. Further, we present documents in Appendix D: Constraints and Restrictions, to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. 1640 1641 APPROX. SITE LOCATION UNIVERSAL N.F.11 - 20 - 2020 AS SHOWN 0130.2000459.0000 A-1 SITE LOCATION MAP 0 SCALE (FT.) 2000 20-0762-01SOURCE: USGS QUADRANGLE MAP OF "CASSELBERRY, FLORIDA". T.T. 1821893 12 - 2 - 2020 PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE SEMINOLE COUNTY, FLORIDA 1642 1643 B-07 B-09 B-08 B-11 B-12 B-10 N.F. AS SHOWN B-1 BORING LOCATION PLAN 0 SCALE (FT.) 200 LEGEND THIS DRAWING CREATED USING PLAN PROVIDED BY CLIENT. APPROX. STANDARD PENETRATION TEST BORING LOCATION (SPT) PERFORMED 11/17/2020 - 11/18/2020 UNIVERSAL 11 - 20 - 2020 0130.2000459.000020-0762-01T.T. 1821893 12 - 2 - 2020 PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE SEMINOLE COUNTY, FLORIDA 1644 15 25 1-1-2 2-2-4 3-3-4 4-4-4 6-7-8 8-6-6 5-6-9 5-6-6 3 6 7 8 15 12 15 12 Very loose grey fine SAND [SP] -- loose Medium dense dark brown silty fine SAND [SM] -- grey light brown BORING TERMINATED AT 20.0 FEET 11/18/20 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 7.6 11/18/2020 7.0 11/18/20 EST. SHGWT (ft): STORYBROOK HOLDINGS, LLC (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11374.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.1 0130.2000459.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS B-07 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1821893 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1645 1-1-1 1-2-2 2-3-4 4-4-4 4-4-4 5-6-5 5-5-6 5-7-12 2 4 7 8 8 11 11 19 Very loose grey light brown fine SAND [SP] -- loose -- dark brown -- medium dense Medium dense grey brown silty fine SAND [SM] -- dark brown BORING TERMINATED AT 20.0 FEET 11/17/20 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 9.0 11/17/2020 8.5 11/17/20 EST. SHGWT (ft): STORYBROOK HOLDINGS, LLC (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11374.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.2 0130.2000459.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS B-08 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1821893 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1646 19 20 1-2-4 3-3-3 4-5-5 5-5-7 4-4-5 6-5-5 5-4-6 4-5-5 6 6 10 12 9 10 10 10 Loose grey fine SAND [SP] -- brown -- medium dense Loose grey light brown silty fine SAND [SM] BORING TERMINATED AT 20.0 FEET 11/18/20 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 7.0 11/18/2020 6.5 11/18/20 EST. SHGWT (ft): STORYBROOK HOLDINGS, LLC (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11374.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.3 0130.2000459.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS B-09 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1821893 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1647 4 12 10 24 2-2-1 2-2-1 1-1-1 1-2-3 6-8-10 9-8-9 4-7-7 6-7-8 3 3 2 5 18 17 14 15 Very loose brown fine SAND [SP] -- light brown -- loose -- medium dense -- brown Medium dense grey light brown silty fine SAND [SM] BORING TERMINATED AT 20.0 FEET 11/17/20 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 7.0 11/17/2020 6.5 11/17/20 EST. SHGWT (ft): STORYBROOK HOLDINGS, LLC (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11374.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.4 0130.2000459.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS B-10 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1821893 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1648 3 5 2-1-2 2-2-3 4-6-4 3-4-4 4-4-4 4-7-6 7-7-10 5-6-7 3 5 10 8 8 13 17 13 Very loose grey light brown fine SAND [SP] -- loose -- dark brown -- brown Loose light brown silty fine SAND [SM] -- medium dense BORING TERMINATED AT 20.0 FEET 11/18/20 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 7.5 11/18/2020 7.0 11/18/20 EST. SHGWT (ft): STORYBROOK HOLDINGS, LLC (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11374.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.5 0130.2000459.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS B-11 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1821893 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1649 20 17 1-1-1 1-2-2 2-3-3 2-3-2 4-6-8 6-5-6 6-8-9 7-10-13 2 4 6 5 14 11 17 23 Very loose grey light brown fine SAND [SP] -- loose, light brown -- brown -- medium dense Medium dense grey light brown clayey fine SAND [SC] Medium dense grey light brown sity fine SAND [SM] BORING TERMINATED AT 20.0 FEET 11/17/20 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 9.0 11/17/2020 8.5 11/17/20 EST. SHGWT (ft): STORYBROOK HOLDINGS, LLC (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11374.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.6 0130.2000459.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION 141 BEAR SPRINGS DRIVE PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS B-12 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1821893 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1650 30 [GP-GC] GRAVELS WITH CLAY POORLY-GRADED [GP-GM] GRAVELS WITH SILT POORLY-GRADED GRAVELS [GP] Silty or Clayey Sand SILTY CLAYEY SANDS POORLY-GRADED 50 CL/OL [SC-SM] 40 CL-ML PLASTICITY CHART CLAYEY GRAVELS [GM] SILTY GRAVELS 80706050 LIQUID LIMIT or Gravel [SM,SC,GM,GC] 20 0 10090 POORLY-GRADED GRAVELS [GW] WELL-GRADED 20PLASTICITY INDEX% PASSING NO.200 SIEVE12 or Clay [SP-SM,SP-SC] Sand or Gravel with Silt 5 Sand or Gravel [SP,SW,GP,GW] [GC] 10 85 [ML,CL-ML,CL,MH,CH,OL,OH] Sandy or Gravelly Silt or Clay 40 30 0 ORGANIC SILTS/CLAYS POORLY-GRADED SANDS [SP] B-3 PEAT, HUMUS, SWAMP SOILS PLASTICITY [OH]** MEDIUM TO HIGH ORGANIC SILTS/CLAYS PLASTICITY [CH] INORGANIC CLAYS HIGH PLASTICITY [MH] CONSISTENCY LOW PLASTICITY [OL]** PLASTICITY [CL] LOW TO MEDIUM ENCOUNTERED WATER TABLE VERY DENSE - more than 50 Blows/ft. DENSE - 31 to 50 Blows/ft. MEDIUM DENSE - 11 to 30 Blows/ft. LOOSE - 5 to 10 Blows/ft. VERY LOOSE - 0 to 4 Blows/ft. (SILT AND CLAY) INORGANIC SILTS HIGH SOFT - 3 to 4 Blows/ft. WOR AND/OR HAMMER PERCENT PASSING NO. 200 SIEVE MOISTURE CONTENT, %MC -200 MISCELLANEOUS SYMBOLS ESTIMATED SEASONAL HIGH WATER TABLE HARD - more than 30 Blows/ft. VERY STIFF - 17 to 30 Blows/ft. SANDS WITH SILT FIRM - 5 to 8 Blows/ft. VERY SOFT - 0 to 2 Blows/ft. [SC] CLAYEY SANDS [SM] SILTY SANDS [SP-SC] SANDS WITH CLAY POORLY-GRADED RELATIVE DENSITY STIFF - 9 to 16 Blows/ft. SCIENCES, INC. 50 10 60 70 [ML,CL-ML,CL,MH,CH,OL,OH] (SAND AND GRAVEL) SLIGHT PLASTICITY 100 [ML,CL-ML,CL,MH,CH,OL,OH] Silt or Clay ENGINEERING UNIVERSAL CH/OH MH/OH ML/OL * IN ACCORDANCE WITH ASTM D 2487 - UNIFIED SOIL CLASSIFICATION SYSTEM. Silt or Clay with Sand or Gravel CONTENTS [PT]** ** LOCALLY MAY BE KNOWN AS MUCK. [SP-SM] 0 GROUP NAME AND SYMBOL KEY TO BORING LOGS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS INORGANIC SILTS WITH HIGH ORGANIC HIGHLY ORGANIC SOILSFINE GRAINED SOILSCOARSE GRAINED SOILS INORGANIC CLAYS [CL-ML] LOW PLASTICITY INORGANIC SILTY CLAY [ML] SPOON ADVANCES DUE TO WEIGHT OF RODS SOIL CLASSIFICATION CHART* 1651 1652 Geotechnical-Engineering Report Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical-engineering study conducted for a civil engineer may not fulfill the needs of a constructor — a construction contractor — or even another civil engineer. Because each geotechnical- engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. No one except you should rely on this geotechnical-engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you — should apply this report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical-engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. Geotechnical Engineers Base Each Report on a Unique Set of Project-Specific Factors Geotechnical engineers consider many unique, project-specific factors when establishing the scope of a study. Typical factors include: the client’s goals, objectives, and risk-management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical-engineering report that was: • not prepared for you; • not prepared for your project; • not prepared for the specific site explored; or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical-engineering report include those that affect: • the function of the proposed structure, as when it’s changed from a parking garage to an office building, or from a light- industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project changes—even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical-engineering report is based on conditions that existed at the time the geotechnical engineer performed the study. Do not rely on a geotechnical-engineering report whose adequacy may have been affected by: the passage of time; man-made events, such as construction on or adjacent to the site; or natural events, such as floods, droughts, earthquakes, or groundwater fluctuations. Contact the geotechnical engineer before applying this report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide geotechnical-construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report’s Recommendations Are Not Final Do not overrely on the confirmation-dependent recommendations included in your report. Confirmation- dependent recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report’s confirmation-dependent recommendations if that engineer does not perform the geotechnical-construction observation required to confirm the recommendations’ applicability. A Geotechnical-Engineering Report Is Subject to Misinterpretation Other design-team members’ misinterpretation of geotechnical-engineering reports has resulted in costly Important Information about This Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. While you cannot eliminate all such risks, you can manage them. The following information is provided to help. 1653 problems. Confront that risk by having your geo technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team’s plans and specifications. Constructors can also misinterpret a geotechnical-engineering report. Confront that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing geotechnical construction observation. Do Not Redraw the Engineer’s Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical-engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make constructors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give constructors the complete geotechnical-engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise constructors that the report was not prepared for purposes of bid development and that the report’s accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/ or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure constructors have sufficient time to perform additional study. Only then might you be in a position to give constructors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and constructors fail to recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Environmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical- engineering report does not usually relate any environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own environmental information, ask your geotechnical consultant for risk-management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold-prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, many mold- prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical- engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services performed in connection with the geotechnical engineer’s study were designed or conducted for the purpose of mold prevention. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your GBC-Member Geotechnical Engineer for Additional Assistance Membership in the Geotechnical Business Council of the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk-confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you GBC-Member geotechnical engineer for more information. 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2015 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, or its contents, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document as a complement to or as an element of a geotechnical-engineering report. Any other firm, individual, or other entity that so uses this document without being a GBA member could be commiting negligent or intentional (fraudulent) misrepresentation. 1654 WARRANTY Universal Engineering Sciences has prepared this report for our client for his exclusive use, in accordance with generally accepted soil and foundation engineering practices, and makes no other warranty either expressed or implied as to the professional advice provided in the report. UNANTICIPATED SOIL CONDITIONS The analysis and recommendations submitted in this report are based upon the data obtained from soil borings performed at the locations indicated on the Boring Location Plan. This report does not reflect any variations which may occur between these borings. The nature and extent of variations between borings may not become known until excavation begins. If variations appear, we may have to re-evaluate our recommendations after performing on-site observations and noting the characteristics of any variations. CHANGED CONDITIONS We recommend that the specifications for the project require that the contractor immediately notify Universal Engineering Sciences, as well as the owner, when subsurface conditions are encountered that are different from those present in this report. No claim by the contractor for any conditions differing from those anticipated in the plans, specifications, and those found in this report, should be allowed unless the contractor notifies the owner and Universal Engineering Sciences of such changed conditions. Further, we recommend that all foundation work and site improvements be observed by a representative of Universal Engineering Sciences to monitor field conditions and changes, to verify design assumptions and to evaluate and recommend any appropriate modifications to this report. MISINTERPRETATION OF SOIL ENGINEERING REPORT Universal Engineering Sciences is responsible for the conclusions and opinions contained within this report based upon the data relating only to the specific project and location discussed herein. If the conclusions or recommendations based upon the data presented are made by others, those conclusions or recommendations are not the responsibility of Universal Engineering Sciences. CHANGED STRUCTURE OR LOCATION This report was prepared in order to aid in the evaluation of this project and to assist the architect or engineer in the design of this project. If any changes in the design or location of the structure as outlined in this report are planned, or if any structures are included or added that are not discussed in the report, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions modified or approved by Universal Engineering Sciences. USE OF REPORT BY BIDDERS Bidders who are examining the report prior to submission of a bid are cautioned that this report was prepared as an aid to the designers of the project and it may affect actual construction operations. Bidders are urged to make their own soil borings, test pits, test caissons or other investigations to determine those conditions that may affect construction operations. Universal Engineering Sciences cannot be responsible for any interpretations made from this report or the attached boring logs with regard to their adequacy in reflecting subsurface conditions which will affect construction operations. STRATA CHANGES Strata changes are indicated by a definite line on the boring logs which accompany this report. However, the actual change in the ground may be more gradual. Where changes occur between soil samples, the location of the change must necessarily be estimated using all available information and may not be shown at the exact depth. OBSERVATIONS DURING DRILLING Attempts are made to detect and/or identify occurrences during drilling and sampling, such as: water level, boulders, zones of lost circulation, relative ease or resistance to drilling progress, unusual sample recovery, variation of driving resistance, obstructions, etc.; however, lack of mention does not preclude their presence. WATER LEVELS Water level readings have been made in the drill holes during drilling and they indicate normally occurring conditions. Water levels may not have been stabilized at the last reading. This data has been reviewed and interpretations made in this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, tides, and other factors not evident at the time measurements were made and reported. Since the probability of such variations is anticipated, design drawings and specifications should accommodate such possibilities and construction planning should be based upon such assumptions of variations. LOCATION OF BURIED OBJECTS All users of this report are cautioned that there was no requirement for Universal Engineering Sciences to attempt to locate any man-made buried objects during the course of this exploration and that no attempt was made by Universal Engineering Sciences to locate any such buried objects. Universal Engineering Sciences cannot be responsible for any buried man-made objects which are subsequently encountered during construction that are not discussed within the text of this report. TIME This report reflects the soil conditions at the time of exploration. If the report is not used in a reasonable amount of time, significant changes to the site may occur and additional reviews may be required. CONSTRAINTS & RESTRICTIONS The intent of this document is to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. 1655 PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS SEMINOLE COUNTY, FLORIDA UES PROJECT NO. 0130.1800228.0000 UES REPORT NO. 1606949 PREPARED FOR: Beazer Homes – Orlando Division 151 Southhall Lane, STE 200 Maitland, Florida 32751 PREPARED BY: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 (407) 423-0504 September 27, 2018 Consultants in: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspection Offices in: • Orlando (Headquarters) • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Miami • Ocala • Palm Coast • Panama City • Pensacola • Rockledge • Sarasota • St. Petersburg • Tampa • Tifton, GA • West Palm Beach • Atlanta, GA UNIVERSAL ENGINEERING SCIENCES 1656 3532 Maggie Blvd.  Orlando, Florida 32811  (407) 423-0504  Fax (407) 423-3106 www.UniversalEngineering.com LOCATIONS: Atlanta, GA Daytona Beach Fort Myers Fort Pierce Gainesville Jacksonville Miami Ocala Orlando (Headquarters) Palm Coast Panama City Pensacola Rockledge Sarasota St. Petersburg Tampa Tifton, GA  West Palm Beach September 27, 2018 Beazer Homes – Orlando Division 151 Southhall Lane, STE 200 Maitland, Florida 32751 Attention: Mr. Chad Minor, AICP, LEED G.A. Land Entitlements Professional Chad.Minor@Beazer.com Reference: Preliminary Geotechnical Exploration Gatherings at Winter Springs Seminole County, Florida UES Project No. 0130.1800228.0000 UES Report No. 1606949 Dear Mr. Minor: Universal Engineering Sciences, Inc. (UES) has completed a preliminary geotechnical exploration at the above referenced site in Seminole County, Florida. The scope of our exploration was planned in conjunction with and authorized by you. This exploration was performed in accordance with UES Proposal No. 1519154v2, dated May 11, 2018 and with generally accepted soil and foundation engineering practices. No other warranty, express or implied, is made. The following report presents the results of our field exploration with a geotechnical engineering interpretation of those results with respect to the project characteristics as provided to us. We have included soil and groundwater conditions at the boring locations and preliminary geotechnical recommendations for foundation design, pavement design and site preparation. We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authorization No. 549 Zachary W.Adams, P.E. Ricardo C. Kiriakidis L., Ph.D., P.E. Geotechnical Project Engineer Geotechnical Department Manager FL P.E. Registration No. 82935 1657 TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION ........................................................................................................................... 3  2.0 PURPOSE ....................................................................................................................................................... 3  3.0 SITE DESCRIPTION .................................................................................................................................... 4  3.1 SOIL SURVEY ...................................................................................................................... 4  3.2 TOPOGRAPHY ..................................................................................................................... 4  3.3 POTENTIOMETRIC MAP ........................................................................................................ 4  4.0 SCOPE OF SERVICES ................................................................................................................................. 5  5.0 FIELD EXPLORATION ............................................................................................................................... 5  6.0 LABORATORY TESTING ........................................................................................................................... 5  7.0 SUBSURFACE CONDITIONS ..................................................................................................................... 6  7.1 GENERALIZED SOIL PROFILE ............................................................................................... 6  7.2 NOTABLE FINDINGS ............................................................................................................. 6  7.2.1 Shallow Groundwater Table .................................................................................................................... 6  8.0 GROUNDWATER CONDITIONS ............................................................................................................... 7  8.1 EXISTING GROUNDWATER LEVEL ......................................................................................... 7  8.2 SEASONAL HIGH GROUNDWATER LEVEL .............................................................................. 7  9.0 GEOTECHNICAL ASSESSMENT OF SITE ............................................................................................. 7  10.0 GENERAL SITE SUITABILITY ................................................................................................................. 8  11.0 PRELIMINARY FOUNDATION DESIGN CONSIDERATIONS ............................................................ 8  12.0 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS.......................................................... 9  13.0 TYPICAL SITE PREPARATION CONSIDERATIONS ........................................................................... 9  14.0 PRELIMINARY SINKHOLE ASSESSMENT ............................................................................................ 9  15.0 DEWATERING AND EXCAVATION CONSIDERATIONS ................................................................. 10  16.0 FINAL GEOTECHNICAL EXPLORATION ........................................................................................... 11  17.0 LIMITATIONS............................................................................................................................................. 11  1658 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 2 LIST OF TABLES Table I: Summary of Published Soil Data ..................................................................................... 4 Table II: Laboratory Methodologies .............................................................................................. 6 Table III: Generalized Soil Profile ................................................................................................. 6 APPENDICES APPENDIX A USGS Location Map ..................................................................................................... A-1 FGS Sinkhole Map ........................................................................................................ A-2 APPENDIX B Boring Location Plan ..................................................................................................... B-1 Boring Logs ................................................................................................................... B-2 Key to Boring Logs Sheet ............................................................................................. B-3 APPENDIX C GBC Document ............................................................................................................. C-1 Constraints and Restrictions ......................................................................................... C-2 1659 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 3 1.0 PROJECT DESCRIPTION We understand you are considering the purchase a parcel of land is identified by the county as Parcel ID# 26-20-30-5AR-OBOO-0290. The subject site is approximately 6.5 acres and is located on the northwest corner of Blumberg Boulevard and Tuskawilla Road in the City of Winter Springs, Seminole County, Florida. No conceptual site plan was available at the time of preparing this report. However, we were provided with the boundary survey plan prepared by Accuright Surveyors of Orlando, Inc. dated July 6, 2018 for our use. At this time, UES was asked to perform a preliminary geotechnical exploration to evaluate the suitability of the site for the anticipated improvements. Should any of the above information or assumptions made by UES be inconsistent with the planned development and construction, we request that you contact us immediately to allow us the opportunity to review the new information in conjunction with our report and revise or modify our engineering recommendations accordingly, as needed. 2.0 PURPOSE The purposes of this exploration were:  to explore and evaluate the subsurface conditions at the site with special attention to potential problems that may impact the proposed development,  to provide our estimates of the seasonal high groundwater level at the boring locations,  to provide preliminary geotechnical engineering recommendations for foundation design, pavement design and site preparation, and  to provide a professional opinion on the potential for future sinkhole formation on site based upon a desktop literature review. This report presents an evaluation of site conditions on the basis of geotechnical procedures for site characterization. The recovered samples were not examined, either visually or analytically, for chemical composition or environmental hazards. We would be glad to provide you with a proposal for these services at your request. Our field exploration was not designed to specifically address the potential for surface expression of deep geological conditions, such as sinkhole development related to karst activity. This evaluation requires a more extensive range of field services (i.e. ground penetrating radar and electrical resistivity testing) than those performed in this study. We would be pleased to conduct an exploration to evaluate the probable effect of the regional geology upon the proposed construction, if you so desire. However, our scope of work did include performing a desktop study for relative sinkhole potential of the subject site. 1660 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 4 3.0 SITE DESCRIPTION The subject site is located within Section 38, Township 20 South, Range 31 East in Seminole County, Florida. More specifically, the site is located at the northwest corner of Blumberg Boulevard and Tuskawilla Road in Winter Springs, Florida. At the time of our exploration, the site consisted of a moderately vegetated, vacant parcel. 3.1 SOIL SURVEY There are three (3) native soil types mapped within the general area of the site according to the USDA NRCS Soil Survey of Seminole County. A brief summary of the mapped surficial (native) soil type(s) is presented in Table I. Please note that the soils types and their associated engineering properties may have been altered by past development activities within the vicinity of the subject site. TABLE I SUMMARY OF PUBLISHED SOIL DATA Soil Symbol Soil Type Hydrologic Group Drainage Characteristics Depth of Published Seasonal High GWT (feet) 13 EauGallie and Immokalee fine sands A/D Poorly drained ½ to 1½ 24 Paola-St. Lucie sands, 0 to 5 percent slopes A Excessively drained >6½ 29 St. Johns and EauGallie fine sands B/D Poorly drained ½ to 1½ We note that the western portion of the site is mapped as Soil Symbol 24 while the eastern portion of the site is mapped as Soil Symbols 13 and 29, which would indicate that the groundwater would be shallower along the eastern portion of the site. 3.2 TOPOGRAPHY According to information obtained from the United States Geologic Survey (USGS) “Casselberry, Florida” quadrangle map, the native ground surface elevation across the site area ranges approximately +40 to +50 feet National Geodetic Vertical Datum (NGVD). We note that the site slopes from west to east towards Lake Jessup. Based on review of the USGS map and the Seminole County Watershed Atlas, the normal high water elevation of Lake Jessup appears to be about +5 feet NGVD. A copy of a portion of the USGS Map is included in Appendix A. 3.3 POTENTIOMETRIC MAP Based upon review of the St. Johns River Water Management District Potentiometric map (May 2009) of the Upper Floridian Aquifer for the project area, the potentiometric level at the site is estimated to be at elevation +25 to +30 feet, NGVD. The native ground surface elevation across the site area is approximately +40 to +50 feet NGVD. This indicates artesian groundwater levels on the order of 10 to 25 feet below the existing ground surface. 1661 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 5 4.0 SCOPE OF SERVICES The services conducted by UES during our geotechnical exploration were as follows:  Drilled six (6) Standard Penetration Test (SPT) borings scattered across the site to depths of 20 feet below existing grades.  Secured samples of representative soils encountered in the soil borings for review, laboratory analysis and classification by a Geotechnical Engineer.  Measured the existing site groundwater levels and provide an estimate of the seasonal high groundwater level at the boring locations.  Conducted laboratory testing on selected soil samples obtained in the field to determine their engineering properties.  Assessed the existing soil conditions with respect to the proposed construction.  Performed a desktop literature review of karst activity in the area to assess the general potential of Karst activity in the area.  Prepared a report which documents the results of our exploration and analysis with geotechnical engineering recommendations. 5.0 FIELD EXPLORATION The six (6) SPT borings, designated B-01 through B-06, as shown on the attached Boring Location Plan in Appendix B, were performed in general accordance with the procedures of ASTM D 1586 “Standard Method for Penetration Test and Split-Barrel Sampling of Soils”. SPT sampling was performed continuously within the top 10 feet to detect variations in the near surface soil profile and on approximate 5 feet centers thereafter. The SPT soil borings were performed with an ATV-mounted drilling rig. UES located the test borings by using the provided site plan, measuring from existing on-site landmarks shown on an aerial photograph, and by using handheld GPS devices. No survey control was provided. Hence, the indicated test boring locations should be considered accurate to the degree of the methodologies used. The approximate boring locations are shown in Appendix B. Ground surface elevations at the boring locations would be beneficial to help us to identify any anomalies in our measured and estimated seasonal high groundwater levels, as well as improve the usefulness the groundwater information during the civil engineering design of the site. 6.0 LABORATORY TESTING The soil samples recovered from the test borings were returned to our laboratory and visually classified in general accordance with ASTM D 2487 “Standard Classification of Soils for Engineering Purposes” (Unified Soil Classification System). We selected representative soil samples from the borings for laboratory testing to aid in classifying the soils and to help to evaluate the general engineering characteristics of the site soils. The results of these tests are shown on the boring logs in Appendix B. A summary of the tests performed is shown in Table II. 1662 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 6 TABLE II LABORATORY METHODOLOGIES Test Performed Number Performed Reference Grain Size Analysis (#200 wash only) 4 ASTM D 1140 “Amount of Material in Soils Finer than the No. 200 (75 - µm) sieve” Moisture Content 4 ASTM D 2216 “Laboratory Determination of Water (Moisture) Content of Soil by Mass” 7.0 SUBSURFACE CONDITIONS 7.1 GENERALIZED SOIL PROFILE The results of our field exploration and laboratory analysis, together with pertinent information obtained from the SPT borings, such as soil profiles, penetration resistance and groundwater levels are shown on the boring logs included in Appendix B. The Key to Boring Logs, Soil Classification Chart is also included in Appendix B. The soil profiles were prepared from field logs after the recovered soil samples were examined by a Geotechnical Engineer. The stratification lines shown on the boring logs represent the approximate boundaries between soil types, and may not depict exact subsurface soil conditions. The actual soil boundaries may be more transitional than depicted. A generalized profile of the soils encountered at our boring locations is presented in Table III. For detailed soil profiles, please refer to the attached boring logs. TABLE III GENERALIZED SOIL PROFILE Stratum No. Typical Depth Soil Description Typical Range of SPT “N” Values (feet, bls) From To 1 0 5½ to 7 Very loose to medium dense fine SAND [SP] 3 to 27 2 5½ to 7 20* Loose to dense silty/clayey fine SAND [SM, SP- SM, SC] 8 to 37 *Denotes maximum termination depth of the borings. 7.2 NOTABLE FINDINGS 7.2.1 Shallow Groundwater Table Shallow seasonal high groundwater levels along the eastern portion of the site will control site grading. This portion of the site may need to be raised to provide adequate separation above the ground water table. Depending upon final site grades, pavement/roadway underdrains may be necessary for portions of this site if the required separation is not met by grading. 1663 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 7 8.0 GROUNDWATER CONDITIONS 8.1 EXISTING GROUNDWATER LEVEL We measured the water levels in the boreholes on September 20, 2018 during our drilling operations. Groundwater was encountered at depths ranging from approximately 2 to 8 feet below existing site grades at the time of our exploration. We note that the fluctuation in the encountered groundwater levels is likely due to topographic relief across the site as it slopes from west to east towards the wetlands. Fluctuations in groundwater levels should be anticipated throughout the year, primarily due to topographical relief, seasonal variations in rainfall, surface runoff, and other factors that may vary from the time the borings were conducted. 8.2 SEASONAL HIGH GROUNDWATER LEVEL Based on historical data, the rainy season in Central Florida is between June and October of the year. In order to estimate the seasonal high water level at the boring locations, many factors are examined, including the following:  Measured groundwater level  Drainage characteristics of existing soil types  Current & historical rainfall data  Natural relief points (such as lakes, rivers, wetlands, etc.)  Man-made drainage systems (ditches, canals, retention basins, etc.)  On-site types of vegetation  Review of available data (soil surveys, USGS maps, etc.)  Redoximorphic features (mottling, stripping, etc.) Based on the results of our field exploration and the factors listed above, we anticipate that the seasonal high groundwater level at our boring locations will likely form at depths ranging from approximately 1 foot to 6½ feet below existing site grades. We note that the seasonal high groundwater levels will likely form as a transient, perched condition on top of the hydraulically restrictive silty/clayey soils at boring locations B-01 through B-03. The estimated seasonal high groundwater table at each boring location is shown on the attached boring logs in Appendix B. It should be noted that the estimated seasonal high water levels do not provide any assurance that groundwater levels will not exceed these estimated levels during any given year in the future. Should the impediments to surface water drainage be present, or should rainfall intensity and duration, or total rainfall quantities, exceed the normally anticipated rainfall quantities, groundwater levels might exceed our seasonal high estimates. Further, it should be understood that changes in the surface hydrology and subsurface drainage from on-site and/or off-site improvements could have significant effects on the normal and seasonal high groundwater levels. 9.0 GEOTECHNICAL ASSESSMENT OF SITE In this section of the report, we present professional opinions and recommendations for general site suitability, preliminary foundation design, typical site preparation, groundwater control, and construction observation and testing. 1664 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 8 The following geotechnical opinions and recommendations have been developed on the basis of the previously described project characteristics and subsurface conditions encountered. If there are any changes in these project criteria, including building locations on the site, a review should be made by UES to determine if modifications to the recommendations are warranted. Based on the results of the fieldwork, laboratory evaluation and engineering analyses, we have identified the following potential constraints to the development of this site including the presence of a shallow estimated seasonal high groundwater table across the eastern portion of the site. Portions of the may need to be raised to provide adequate separation above the ground water table, particularly on the eastern portion of the site. Depending upon final site grades, pavement underdrains may be necessary for portions of this site if the required separation is not met by grading. Although we have indentified some potential constraints to the development, we believe with proper planning and execution, the site can be adapted for the proposed structures and associated improvements with normal, good practice site preparation techniques. 10.0 GENERAL SITE SUITABILITY Based on the results of the borings, the near surface soils across the site were found to consist mostly of loose to dense sandy soils with varying amounts of silt and clay [SP, SP-SM, SM, SC] to a depth of 20 feet below existing grades. It is our opinion that proposed structures can be supported on properly designed and constructed shallow foundation systems provided that the site preparation recommendations outlined in this report are followed, and any loose surficial soils are properly densified. 11.0 PRELIMINARY FOUNDATION DESIGN CONSIDERATIONS Based upon the findings of the limited number of soils borings performed across the site, it is our preliminary opinion that the subject site is suitable for the construction of lightly loaded structures with loads up to approximately 5 kips per lineal foot of wall and 75 kips for isolated columns with normal site preparation operations. This will require removal of all surficial organic laden topsoil, compaction of the exposed subgrade, and filling the site with structural fill compacted to at least 95% of the soil’s Modified Proctor maximum dry density (ASTM D 1557) to a depth of 2 feet below the foundation bearing levels. Once the site is properly prepared as outlined, an allowable bearing capacity on the order of 2,000 to 2,500 pounds per square foot is recommended for the design of foundations in order to keep total and differential settlements to tolerable levels (i.e. 1-inch or less total settlement and ½-inch or less of differential settlement). Once building configurations and maximum structural loadings have been finalized, a final geotechnical exploration will need to be performed to provide specific geotechnical recommendations for final site preparation and foundation design, as well as perform settlement analyses based upon the expected structural loads. 1665 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 9 12.0 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS The surficial soils appear suitable to support typical light duty pavement sections. We preliminarily recommend using a flexible pavement section for this project. Flexible pavements combine the strength and durability of several layer components to produce an appropriate and cost-effective combination of available materials. We recommend using a three-layer pavement section consisting of stabilized subgrade, base course, and surface course. A stabilized subgrade may be required to stabilize surficial sands for stability during the compaction operations. The three-layer pavement may be placed on existing, prepared subgrade or compacted embankment fill. One of the most critical influences on the pavement performance in Central Florida is the relationship between the pavement subgrade and the seasonal high groundwater level. Many roadways and parking areas have been destroyed as a result of deterioration of the base and the base/surface course bond. We strongly recommend that the seasonal high groundwater and the bottom of the base course be separated by at least 12 to 18 inches for flexible pavements, depending on the type of base material used. If this separation is not met by site grading, roadway underdrains will be required for the successful completion of this project. 13.0 TYPICAL SITE PREPARATION CONSIDERATIONS Site preparation should consist of stripping the construction limits of any vegetation, roots, surficial organic soils, debris, etc. Following stripping, the loose subgrade soils, and all subsequent fill soils, should be proof-rolled and densified in order to provide a homogeneous, compacted, sandy soil system underneath the proposed site improvements including foundations, floor slabs, pavements, utilities, etc. All structural fill should consist of clean fine sands [SP] (less than 5 percent fines) placed in maximum 12 inch uniform loose lifts. Fill soils containing between 5 and 12 percent fines (SP- SM or SP-SC) may be also be used, however, strict moisture control may be required. Each lift of structural fill should be densified to at least 95 percent of the Modified Proctor test maximum dry density of the soil (ASTM D 1557) and tested for compaction and approved before the placement of subsequent lifts. The on-soils meet the above criteria and are considered suitable for use as structural fill material. We recommend the developer retain UES to provide inspection services during the site preparation procedures for confirmation of the adequacy of the earthwork operations. Field tests and observations include verification of foundation subgrades by monitoring earthwork operations and performing quality assurance tests of the placement of compacted structural fill courses. 14.0 PRELIMINARY SINKHOLE ASSESSMENT As part of our scope of work, UES was asked to review readily available published literature sources and provide a professional opinion regarding the potential for future sinkhole formation at the subject site. It is important to understand that from a regional context, sinkholes are a characteristic feature of Central Florida geology and can occur anywhere in the region depending on the presence of cavernous voids in the limestone bedrock. We have reviewed 1666 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 10 available data from the United States Geological Survey (USGS) and Florida Geological Survey (FGS). The FGS maintains an inventory of reported sinkholes as a continuation of the work originally performed by the Florida Sinkhole Research Institute. This sinkhole database is generally considered to be a record of more recent sinkholes, and does not incorporate older and more mature karst features such as large lakes. The FGS database is not a definitive or authoritative resource, and should only be used for a generalized overview of recent sinkhole relative density. Our assessment included a search of the FGS database for sinkholes within a 5 mile radius of the subject site. No sinkholes were report within a 1 mile radius of the site. The closest sinkhole was reported to the east of the subject property at a distance of approximately 1.5 miles. There were twenty-two (22) additional sinkholes reported within 5 miles of the site. We note that the FGS data base only contains more recently reported and recorded sinkhole events. A USGS Quadrangle Map presenting the FGS recorded subsidence locations local to the subject property is presented in Appendix A-2. It is important to understand that sinkholes are a geologic hazard in areas of Florida similar to seismic hazards in areas of California. The future occurrence of sinkholes is very difficult at best, if not impossible to predict even with extensive geological research and site testing. Therefore, one of the best predictors for future sinkhole activity is past sinkhole activity in the vicinity of a site. Based upon the results of our literature review and our previous experience in the general vicinity of the subject site, it is our opinion that based upon a relative scale of low, moderate, high, and very high, the subject site is located within an area with a ”moderate” propensity for sinkhole formation. We believe that overall, the sinkhole potential on this site is no greater than that of the adjacent existing developments and undeveloped land due to similar underlying geology. 15.0 DEWATERING AND EXCAVATION CONSIDERATIONS Based on the groundwater level conditions encountered and depending on final site grades, some dewatering may be required for the successful construction of this project. Where excavations will extend only a few feet below the groundwater table, a sump pump may be sufficient to control the groundwater table. Deeper excavations may require well points and/or sock drains to control the groundwater table. Regardless of the method(s) used, we recommend drawing down the water level at least 2 feet below the bottom of the excavation. The actual method(s) of dewatering should be determined by the contractor. The design and discharge of the dewatering system must be performed in accordance with applicable regulatory criteria (i.e. water management district, etc.) and compliance with such criteria is the sole responsibility of the contractor. Excavations should be sloped as necessary to prevent slope failure and to allow backfilling. As a minimum, temporary excavations below 4-foot depth should be sloped in accordance with OSHA regulations. Where lateral confinement will not permit slopes to be laid back, the excavation should be shored in accordance with OSHA requirements. During excavation, excavated material should not be stockpiled at the top of the slope within a horizontal distance equal to the excavation depth. Provisions for maintaining workman safety within excavations is the sole responsibility of the contractor. 1667 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 11 16.0 FINAL GEOTECHNICAL EXPLORATION Please note that this exploration was preliminary in nature, and was designed to help determine the presence of any near surface constraints which would significantly impact the intended development of the subject site, as well as affect the cost of construction. The information obtained from this exploration is not sufficient for final design of foundation systems and building and pavement grades. We strongly recommended that the information obtained from this preliminary exploration be supplemented with a more comprehensive subsurface exploration once the building layouts and the site plan have been finalized. Deeper soil borings are also required if you wish to evaluate the presence of deeper deposits of unsuitable soils on site. The foundations for the building and the pavement grades should be designed based on the information obtained from a comprehensive geotechnical exploration program. This report has not been prepared to meet the full needs of design professionals, contractors, or any other parties. Any use of this report without the guidance of the geotechnical engineer who prepared it constitutes improper usage which could lead to erroneous assumptions, faulty conclusions, and other problems. 17.0 LIMITATIONS This report has been prepared for the exclusive use of Beazer Homes – Orlando Division and other designated members of their design/construction team associated with the proposed construction for the specific project discussed in this report. No other site or project facilities should be designed using the soil information contained in this report. As such, UES will not be responsible for the performance of any other site improvement designed using the data in this report. This report should not be relied upon for final design recommendations or professional opinions by unauthorized third parties without the expressed written consent of Universal Engineering Sciences. Unauthorized third parties that rely upon the information contained herein without the expressed written consent of Universal Engineering Sciences, Inc. assume all risk and liability for such reliance. The recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the Boring Location Plan and from other information as referenced. This report does not reflect any variations which may occur between the boring locations. The nature and extent of such variations may not become evident until the course of construction. If variations become evident, it will then be necessary for a re-evaluation of the recommendations of this report after performing on-site observations during the construction period and noting the characteristics of the variations. Borings for a typical geotechnical report are widely spaced and generally not sufficient for reliably detecting the presence of isolated, anomalous surface or subsurface conditions, or reliably estimating unsuitable or suitable material quantities. Accordingly, UES does not recommend relying on our boring information for estimation of material quantities unless our contracted services specifically include sufficient exploration for such purpose(s) and within the report we so state that the level of exploration provided should be sufficient to detect anomalous conditions or estimate such quantities. Therefore, UES will not be responsible for any 1668 Gatherings at Winter Springs UES Project No. 0130.1800228.0000 Seminole County, Florida UES Report No. 1606949 12 extrapolation or use of our data by others beyond the purpose(s) for which it is applicable or intended. All users of this report are cautioned that there was no requirement for UES to attempt to locate any man-made buried objects or identify any other potentially hazardous conditions that may exist at the site during the course of this exploration. Therefore no attempt was made by UES to locate or identify such concerns. UES cannot be responsible for any buried man-made objects or environmental hazards which may be subsequently encountered during construction that are not discussed within the text of this report. We can provide this service if requested. During the early stages of most construction projects, geotechnical issues not addressed in this report may arise. Because of the natural limitations inherent in working with the subsurface, it is not possible for a geotechnical engineer to predict and address all possible problems. An Association Geotechnical Business Council (GBC) publication, "Important Information About This Geotechnical Engineering Report" appears in Appendix D, and will help explain the nature of geotechnical issues. Further, we present documents in Appendix D: Constraints and Restrictions, to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. 1669 1670 APPROX. SITE LOCATION N.F.9 - 21 - 18 AS SHOWN 0130.1800228.0000 A-1 SITE LOCATION MAP 0 SCALE (FT.) 2000 18-0542-01SOURCE: USGS QUADRANGLE MAP OF "CASSELBERRY, FLORIDA". Z.W.A. 1606949 9 - 25 - 18 UNIVERSAL PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS SEMINOLE COUNTY, FLORIDA 1671 R = 5.0 MI. R = 1.5 MI. R = 1.0 MI. N.F. AS SHOWN A-2 MAP OF FGS RECORDED SUBSIDENCE LOCATIONS 0 SCALE (MILES) 1.5 LOCATION OF FGS RECORDED SUBSIDENCE INCIDENT LEGEND 0 SCALE (MILES) 1.5 UNIVERSAL 9 - 21 - 18 0130.1800228.000018-0542-01Z.W.A. PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS SEMINOLE COUNTY, FLORIDA 1606949 9 - 25 - 18 1672 1673 B-01 B-03 B-04 B-02 B-05 B-06 N.F. AS SHOWN B-1 BORING LOCATION PLAN 0 SCALE (FT.) 200 LEGEND THIS DRAWING CREATED USING PLAN PROVIDED BY CLIENT. APPROX. STANDARD PENETRATION TEST BORING LOCATION (SPT) PERFORMED 9/20/18 UNIVERSAL 9 - 21 - 18 0130.1800228.000018-0542-01Z.W.A. PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS SEMINOLE COUNTY, FLORIDA 1606949 9 - 25 - 18 1674 5 6 2-2-3 3-3-4 3-3-3 4-5-4 4-4-5 7-7-8 4-8-8 7-9-10 5 7 6 9 9 15 16 19 Loose orange brown fine SAND [SP] Loose orange brown grey brown silty fine SAND [SM] -- grey brown Medium dense grey brown clayey fine SAND with roots [SC] Medium dense grey brown fine SAND with silt [SP-SM] -- dark grey brown BORING TERMINATED AT 20.0 FEET 9/20/18 ORL - DW/AI ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED, PERCHED SHGWT N.S. 8.0 9/20/2018 5.0 9/20/18 EST. SHGWT (ft): BEAZER HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-10106.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.1 0130.1800228.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS PROJECT:SHEET: SECTION:TOWNSHIP:RANGE: DEPTH K (FT.) S A M P L E BLOWS B-01 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1606949 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1675 17 19 8-8-7 4-4-4 8-9-10 6-4-6 5-5-7 15 8 19 10 12 Brown fine SAND [SP] -- medium dense -- loose, very light brown Loose dark brown silty fine SAND [SM] -- medium dense -- grey brown -- light brown -- loose Medium dense light grey brown fine SAND with silt [SP-SM] BORING TERMINATED AT 20.0 FEET 9/20/18 ORL - DW/AI ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED, PERCHED SHGWT N.S. 8.0 9/20/2018 6.5 9/20/18 EST. SHGWT (ft): BEAZER HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-10106.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.2 0130.1800228.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS PROJECT:SHEET: SECTION:TOWNSHIP:RANGE: DEPTH K (FT.) S A M P L E BLOWS B-02 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1606949 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1676 2-3-2 3-3-3 3-4-5 4-6-6 6-6-7 6-8-9 8-12-14 8-7-7 5 6 9 12 13 17 26 14 Loose dark red brown fine SAND [SP] -- light brown -- brown -- medium dense, very light grey brown Medium dense grey brown clayey fine SAND [SC] -- trace roots Medium dense light grey brown silty fine SAND [SM] Medium dense light grey brown fine SAND with silt [SP-SM] BORING TERMINATED AT 20.0 FEET 9/20/18 ORL - DW/AI ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED, PERCHED SHGWT N.S. 7.5 9/20/2018 6.5 9/20/18 EST. SHGWT (ft): BEAZER HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-10106.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.3 0130.1800228.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS PROJECT:SHEET: SECTION:TOWNSHIP:RANGE: DEPTH K (FT.) S A M P L E BLOWS B-03 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1606949 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1677 13 21 5-6-7 4-3-3 2-1-2 2-3-5 5-6-6 5-5-7 10-19-18 4-11-17 13 6 3 8 12 12 37 28 Medium dense grey brown fine SAND [SP] -- loose -- very loose, brown Loose orange grey brown silty fine SAND [SM] -- medium dense, grey brown Dense grey fine SAND with silt [SP-SM] Medium dense orange grey brown clayey fine SAND [SC] BORING TERMINATED AT 20.0 FEET 9/20/18 ORL - DW/AI ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 5.0 9/20/2018 4.0 9/20/18 EST. SHGWT (ft): BEAZER HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-10106.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.4 0130.1800228.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS PROJECT:SHEET: SECTION:TOWNSHIP:RANGE: DEPTH K (FT.) S A M P L E BLOWS B-04 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1606949 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1678 2 21 8-10-11 8-6-5 5-5-6 4-4-5 4-4-6 3-3-5 10-6-6 6-7-9 21 11 11 9 10 8 12 16 Medium dense grey brown fine SAND [SP] -- light grey brown Loose very dark grey brown fine SAND with silt [SP-SM] Medium dense light grey green clayey fine SAND [SC] BORING TERMINATED AT 20.0 FEET 9/20/18 ORL - DW/AI ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 2.0 9/20/2018 1.0 9/20/18 EST. SHGWT (ft): BEAZER HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-10106.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.5 0130.1800228.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS PROJECT:SHEET: SECTION:TOWNSHIP:RANGE: DEPTH K (FT.) S A M P L E BLOWS B-05 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1606949 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1679 9-9-15 18-14-13 6-6-5 4-3-3 2-3-4 4-5-5 8-8-10 4-5-6 24 27 11 6 7 10 18 11 10" BASE Medium dense grey brown fine SAND [SP] -- light grey brown -- dark grey brown -- loose -- brown Loose dark brown fine SAND with silt [SP-SM] -- medium dense -- very light grey brown Medium dense grey green clayey fine SAND [SC] BORING TERMINATED AT 20.0 FEET 9/20/18 ORL - DW/AI ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 3.0 9/20/2018 2.0 9/20/18 EST. SHGWT (ft): BEAZER HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-10106.GPJ1 of 1 0 5 10 15 20 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.6 0130.1800228.0000 (%) MC (%) ATTERBERG LIMITS LL PI PRELIMINARY GEOTECHNICAL EXPLORATION GATHERINGS AT WINTER SPRINGS PROJECT:SHEET: SECTION:TOWNSHIP:RANGE: DEPTH K (FT.) S A M P L E BLOWS B-06 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1606949 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1680 ENGINEERING SCIENCES UNIVERSAL KEY TO BORING LOGS UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES GW Well-graded gravels and gravel- sand mixtures, little or no fines CLEAN GRAVELS GP Poorly graded gravels and gravel-sand mixtures, little or no fines GM Silty gravels and gravel-sand- silt mixtures GRAVELS 50% or more of coarse fraction retained on No. 4 sieve GRAVELS WITH FINES GC Clayey gravels and gravel- sand-clay mixtures SW** Well-graded sands and gravelly sands, little or no fines CLEAN SANDS 5% or less passing No. 200 sieve SP** Poorly graded sands and gravelly sands, little or no fines SM** Silty sands, sand-silt mixtures COARSE GRAINED SOILS More than 50% retained on the No. 200 sieve* SANDS More than 50% of coarse fraction passes No. 4 sieve SANDS with 12% or more passing No. 200 sieve SC** Clayey sands, sand-clay mixtures ML Inorganic silts, very fine sands, rock flour, silty or clayey fine sands CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, lean clays SILTS AND CLAYS Liquid limit 50% or less OL Organic silts and organic silty clays of low plasticity MH Inorganic silts, micaceous or diamicaceous fine sands or silts, elastic silts CH Inorganic clays or clays of high plasticity, fat clays OH Organic clays of medium to high plasticity FINE-GRAINED SIOLS 50% or more passes the No. 200 sieve* SILTS AND CLAYS Liquid limit greater than 50% PT Peat, muck and other highly organic soils *Based on the material passing the 3-inch (75 mm) sieve ** Use dual symbol (such as SP-SM and SP-SC) for soils with more than 5% but less than 12% passing the No. 200 sieve RELATIVE DENSITY (Sands and Gravels) Very loose – Less than 4 Blow/Foot Loose – 4 to 10 Blows/Foot Medium Dense – 11 to 30 Blows/Foot Dense – 31 to 50 Blows/Foot Very Dense – More than 50 Blows/Foot CONSISTENCY (Silts and Clays) Very Soft – Less than 2 Blows/Foot Soft – 2 to 4 Blows/Foot Firm – 5 to 8 Blows/Foot Stiff – 9 to 15 Blows/Foot Very Stiff – 16 to 30 Blows/Foot Hard – More than 30 Blows/Foot RELATIVE HARDNESS (Limestone) Soft – 100 Blows for more than 2 Inches Hard – 100 Blows for less than 2 Inches MODIFIERS These modifiers Provide Our Estimate of the Amount of Minor Constituents (Silt or Clay Size Particles) in the Soil Sample Trace – 5% or less With Silt or With Clay – 6% to 11% Silty or Clayey – 12% to 30% Very Silty or Very Clayey – 31% to 50% These Modifiers Provide Our Estimate of the Amount of Organic Components in the Soil Sample Trace – Less than 3% Few – 3% to 4% Some – 5% to 8% Many – Greater than 8% These Modifiers Provide Our Estimate of the Amount of Other Components (Shell, Gravel, Etc.) in the Soil Sample Trace – 5% or less Few – 6% to 12% Some – 13% to 30% Many – 31% to 50% SYMBOLS AND ABBREVIATIONS SYMBOL DESCRIPTION N-Value No. of Blows of a 140-lb. Weight Falling 30 Inches Required to Drive a Standard Spoon 1 Foot WOR Weight of Drill Rods WOH Weight of Drill Rods and Hammer Sample from Auger Cuttings Standard Penetration Test Sample Thin-wall Shelby Tube Sample (Undisturbed Sampler Used) RQD Rock Quality Designation Stabilized Groundwater Level Seasonal High Groundwater Level (also referred to as the W.S.W.T.) NE Not Encountered GNE Groundwater Not Encountered BT Boring Terminated -200 (%) Fines Content or % Passing No. 200 Sieve MC (%) Moisture Content LL Liquid Limit (Atterberg Limits Test) PI Plasticity Index (Atterberg Limits Test) NP Non-Plastic (Atterberg Limits Test) K Coefficient of Permeability Org. Cont. Organic Content G.S. Elevation Ground Surface Elevation 1681 1682 Geotechnical-Engineering Report Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical-engineering study conducted for a civil engineer may not fulfill the needs of a constructor — a construction contractor — or even another civil engineer. Because each geotechnical- engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. No one except you should rely on this geotechnical-engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you — should apply this report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical-engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. Geotechnical Engineers Base Each Report on a Unique Set of Project-Specific Factors Geotechnical engineers consider many unique, project-specific factors when establishing the scope of a study. Typical factors include: the client’s goals, objectives, and risk-management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical-engineering report that was: • not prepared for you; • not prepared for your project; • not prepared for the specific site explored; or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical-engineering report include those that affect: • the function of the proposed structure, as when it’s changed from a parking garage to an office building, or from a light- industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project changes—even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical-engineering report is based on conditions that existed at the time the geotechnical engineer performed the study. Do not rely on a geotechnical-engineering report whose adequacy may have been affected by: the passage of time; man-made events, such as construction on or adjacent to the site; or natural events, such as floods, droughts, earthquakes, or groundwater fluctuations. Contact the geotechnical engineer before applying this report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide geotechnical-construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report’s Recommendations Are Not Final Do not overrely on the confirmation-dependent recommendations included in your report. Confirmation- dependent recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report’s confirmation-dependent recommendations if that engineer does not perform the geotechnical-construction observation required to confirm the recommendations’ applicability. A Geotechnical-Engineering Report Is Subject to Misinterpretation Other design-team members’ misinterpretation of geotechnical-engineering reports has resulted in costly Important Information about This Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. While you cannot eliminate all such risks, you can manage them. The following information is provided to help. 1683 problems. Confront that risk by having your geo technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team’s plans and specifications. Constructors can also misinterpret a geotechnical-engineering report. Confront that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing geotechnical construction observation. Do Not Redraw the Engineer’s Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical-engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make constructors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give constructors the complete geotechnical-engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise constructors that the report was not prepared for purposes of bid development and that the report’s accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/ or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure constructors have sufficient time to perform additional study. Only then might you be in a position to give constructors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and constructors fail to recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Environmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical- engineering report does not usually relate any environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own environmental information, ask your geotechnical consultant for risk-management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold-prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, many mold- prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical- engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services performed in connection with the geotechnical engineer’s study were designed or conducted for the purpose of mold prevention. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your GBC-Member Geotechnical Engineer for Additional Assistance Membership in the Geotechnical Business Council of the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk-confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you GBC-Member geotechnical engineer for more information. 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2015 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, or its contents, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document as a complement to or as an element of a geotechnical-engineering report. Any other firm, individual, or other entity that so uses this document without being a GBA member could be commiting negligent or intentional (fraudulent) misrepresentation. 1684 WARRANTY Universal Engineering Sciences has prepared this report for our client for his exclusive use, in accordance with generally accepted soil and foundation engineering practices, and makes no other warranty either expressed or implied as to the professional advice provided in the report. UNANTICIPATED SOIL CONDITIONS The analysis and recommendations submitted in this report are based upon the data obtained from soil borings performed at the locations indicated on the Boring Location Plan. This report does not reflect any variations which may occur between these borings. The nature and extent of variations between borings may not become known until excavation begins. If variations appear, we may have to re-evaluate our recommendations after performing on-site observations and noting the characteristics of any variations. CHANGED CONDITIONS We recommend that the specifications for the project require that the contractor immediately notify Universal Engineering Sciences, as well as the owner, when subsurface conditions are encountered that are different from those present in this report. No claim by the contractor for any conditions differing from those anticipated in the plans, specifications, and those found in this report, should be allowed unless the contractor notifies the owner and Universal Engineering Sciences of such changed conditions. Further, we recommend that all foundation work and site improvements be observed by a representative of Universal Engineering Sciences to monitor field conditions and changes, to verify design assumptions and to evaluate and recommend any appropriate modifications to this report. MISINTERPRETATION OF SOIL ENGINEERING REPORT Universal Engineering Sciences is responsible for the conclusions and opinions contained within this report based upon the data relating only to the specific project and location discussed herein. If the conclusions or recommendations based upon the data presented are made by others, those conclusions or recommendations are not the responsibility of Universal Engineering Sciences. CHANGED STRUCTURE OR LOCATION This report was prepared in order to aid in the evaluation of this project and to assist the architect or engineer in the design of this project. If any changes in the design or location of the structure as outlined in this report are planned, or if any structures are included or added that are not discussed in the report, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions modified or approved by Universal Engineering Sciences. USE OF REPORT BY BIDDERS Bidders who are examining the report prior to submission of a bid are cautioned that this report was prepared as an aid to the designers of the project and it may affect actual construction operations. Bidders are urged to make their own soil borings, test pits, test caissons or other investigations to determine those conditions that may affect construction operations. Universal Engineering Sciences cannot be responsible for any interpretations made from this report or the attached boring logs with regard to their adequacy in reflecting subsurface conditions which will affect construction operations. STRATA CHANGES Strata changes are indicated by a definite line on the boring logs which accompany this report. However, the actual change in the ground may be more gradual. Where changes occur between soil samples, the location of the change must necessarily be estimated using all available information and may not be shown at the exact depth. OBSERVATIONS DURING DRILLING Attempts are made to detect and/or identify occurrences during drilling and sampling, such as: water level, boulders, zones of lost circulation, relative ease or resistance to drilling progress, unusual sample recovery, variation of driving resistance, obstructions, etc.; however, lack of mention does not preclude their presence. WATER LEVELS Water level readings have been made in the drill holes during drilling and they indicate normally occurring conditions. Water levels may not have been stabilized at the last reading. This data has been reviewed and interpretations made in this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, tides, and other factors not evident at the time measurements were made and reported. Since the probability of such variations is anticipated, design drawings and specifications should accommodate such possibilities and construction planning should be based upon such assumptions of variations. LOCATION OF BURIED OBJECTS All users of this report are cautioned that there was no requirement for Universal Engineering Sciences to attempt to locate any man-made buried objects during the course of this exploration and that no attempt was made by Universal Engineering Sciences to locate any such buried objects. Universal Engineering Sciences cannot be responsible for any buried man-made objects which are subsequently encountered during construction that are not discussed within the text of this report. TIME This report reflects the soil conditions at the time of exploration. If the report is not used in a reasonable amount of time, significant changes to the site may occur and additional reviews may be required. CONSTRAINTS & RESTRICTIONS The intent of this document is to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. 1685 N HICKORY GROVE TOWNHOMES 1. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM, BASED ON THE WEST RIGHT-OF-WAY LINE OF TUSKAWILLA ROAD, BEING: S30°04'55"W. 2.- DENOTES A PERMANENT REFERENCE MONUMENT, A 4"x4" CONCRETE MONUMENT WITH A DISC MARKED "PRM LB 4475", UNLESS OTHERWISE NOTED. 3.- DENOTES A PERMANENT REFERENCE MONUMENT, A NAIL WITH A DISC MARKED "PRM LB 4475, UNLESS OTHERWISE NOTED. 4.- DENOTES A PERMANENT CONTROL POINT, A NAIL WITH A DISC MARKED "PCP LB 4475, UNLESS OTHERWISE NOTED. 5. ALL PLATTED UTILITY EASEMENTS, EXCLUSIVE OF PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY, SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. 6. TRACTS "B", "C", "D" AND "E" (ALLEYWAY) ARE COMMON AREAS TO BE OWNED AND MAINTAINED BY THE HICKORY GROVE HOMEOWNERS ASSOCIATION, INC. (HOMEOWNERS ASSOCIATION) AND WILL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY SEPARATE INSTRUMENT. 7. TRACTS "F", "G", "H", "I", "J", "K", "L", "M", "N", "O" AND "P" (OPEN SPACE) ARE COMMON AREAS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND WILL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY SEPARATE INSTRUMENT. 8. TRACTS "Q" AND "R" (OPEN SPACE/PONDS) ARE COMMON AREAS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND WILL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY SEPARATE INSTRUMENT. 9. TRACTS "S" AND "T" (OPEN SPACE/POND/AMENITY) ARE COMMON AREAS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND WILL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY SEPARATE INSTRUMENT. 10. ALL LINES INTERSECTING CURVES ARE NON-RADIAL UNLESS OTHERWISE NOTED. 11. UTILITY AND DRAINAGE EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED TO THE CITY OF WINTER SPRINGS. A PORTION OF LOTS 28, 29 AND 30, BLOCK B, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 28, BLOCK B, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND RUN SOUTH 71°24'38" EAST ALONG THE NORTH LINE OF SAID LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET FOR A DISTANCE OF 333.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 71°24'38" EAST ALONG SAID LINE FOR A DISTANCE OF 533.01 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING TANGENT BEARING OF SOUTH 65°37'28" EAST AND A RADIUS OF 358.00 FEET; THENCE DEPARTING SAID NORTH LINE OF LOTS 28 AND 29 AND THE SOUTH RIGHT OF WAY LINE OF SECOND STREET AND RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°08'43" FOR A DISTANCE OF 244.59 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 26°28'45" EAST, A DISTANCE OF 237.47 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 142.00 FEET AND A CENTRAL ANGLE OF 45°00'00"; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 111.53 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 71°28'45" EAST, A DISTANCE OF 253.56 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A TANGENT BEARING OF SOUTH 72°24'14" EAST AND RADIUS OF 82.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°29'09" FOR A DISTANCE OF 17.87 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 59°55'05" EAST, A DISTANCE OF 40.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 30.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00" FOR A DISTANCE OF 47.12 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 30°04'55" WEST ALONG THE WESTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AVENUE) FOR A DISTANCE OF 261.86 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE AND RUN ALONG THE NORTHERLY LINE OF PARCEL 6 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4164, PAGE 1552 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING COURSES: FROM A POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A TANGENT BEARING SOUTH 30°04'55" WEST AND A RADIUS OF 15.00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°19'07" FOR A DISTANCE OF 10.29 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 69°24'02" WEST FOR A DISTANCE OF 53.25 FEET; THENCE NORTH 60°43'32" WEST FOR A DISTANCE OF 136.29 FEET; THENCE NORTH 71°24'05" WEST FOR A DISTANCE OF 498.39 FEET; THENCE DEPARTING SAID NORTHERLY LINE OF PARCEL 6 AND RUN ALONG THE NORTHERLY LINE OF PARCEL 4 AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4056, PAGE OF 0428 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FOR THE FOLLOWING FIVE (5) COURSES: THENCE RUN NORTH 18°35'55" EAST FOR A DISTANCE OF 137.55 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 293.20 FEET; THENCE RUN NORTH 00°00'00" EAST FOR A DISTANCE OF 200.02 FEET; THENCE NORTH 83°31'22" WEST, A DISTANCE OF 105.03 FEET; THENCE NORTH 71°24'05" WEST, A DISTANCE OF 162.54 FEET TO A POINT ON EASTERLY LINE OF A TRACT OF LAND AS PER THE WARRANTY DEED AS RECORDED IN OFFICIAL RECORDS BOOK 4423, PAGE 1797 OF THE PUBIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN NORTH 18°35'55" EAST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 325.13 FEET TO THE POINT OF BEGINNING. CONTAINS 535,912 SQUARE FEET OR 12.303 ACRES MORE OR LESS. DEDICATION DESCRIPTIONNOTES BOOK PAGE PLAT VICINITY MAP (NOT TO SCALE) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT SHEET INDEX SHEET 1: DESCRIPTION, NOTES, DEDICATION, KEY MAP SHEETS 2 TROUGH 5: PLAT DETAIL SHEET 1 OF 5 KEY MAP - 1" = 150' N A REPLAT OF PORTIONS OF LOTS 28, 29 AND 30, BLOCK "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, RECORDED IN PLAT BOOK 1, PAGE 5, LYING IN SECTION 31, TOWNSHIP 20 SOUTH RANGE 31 EAST AND SECTION 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST, WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA FLORIDA HICKORY GROVE TOWNHOMES BEAR S P R I N G S D R I V E Known all men by these presents, that the undersigned Mattamy Orlando LLC, a Delaware Limited Liability Company, being the owner in fee simple of the lands described in the foregoing caption to this plat, hereby dedicates said lands and plat for the uses and purposes therein expressed and dedicates Tract "A" (Right-of-way) is hereby dedicated in fee simple to the City of Winter Springs, Florida. City ownership of the Tract and the improvements thereon vests upon approval of this plat by the City Commission of the City of Winter Springs, Florida. Recording of this Plat shall act as conveyance to the City of Winter Springs, Florida and no further instrument shall be necessary to vest fee simple in the City as aforementioned and Utility easements adjacent to said Tract "A" shown hereon to the perpetual use of the public. IN WITNESS WHEREOF, The undersigned have here-unto set their hands on this day of , 2021. OWNER: Mattamy Orlando LLC BY: /S/ /P/ SIGNED IN THE PRESENCE OF: /S/ /S/ /P/ /P/ STATE OF FLORIDA, COUNTY OF ------ The foregoing instrument was acknowledged before me by means of □ physical presence or □ online notarization, this ____ day of ___________, 2021, by ___________________________ of Mattamy Orlando LLC, a Florida limited liability company, on behalf of the company, who is personally known to me or has produced _______________________ as identification. SIGNATURE OF NOTARY PRINT NAME My Commission Number: My commission expires: KNOW ALL BY THESE PRESENTS, That the undersigned, being a professional surveyor and mapper that has prepared the foregoing plat was made under my direction and supervision and that the plat complies with all of the survey requirements of Chapter 177 Part I, Florida Statutes; and that said land is located in Seminole County, Florida. Dated: Signed: Ronald K. Smith, PSM # 5797 Registration Number: Accuright Surveys of Orlando, Inc. 2012 East Robinson Street Orlando, Florida 32803LB #4475 QUALIFICATION STATEMENT OF SURVEYOR AND MAPPER I HEREBY CERTIFY, That I have examined the foregoing plat and find that it complies in form with all the requirements of Chapter 177, Florida Statutes, and was filed for record on , 2021 at File no. . Clerk of the Court in and for Seminole County, Florida By: Grant Maloy THIS IS TO CERTIFY, That on , the foregoing plat was approved by the City of Winter Springs, Florida. Charles Lacey, Mayor Attest By: I have reviewed this plat and find it to be in substantial conformity with Chapter 177, Florida Statutes. Andrew Perry, PSM Date Florida Registration No. 6124 City Surveyor for The City of Winter Springs, Florida CERTIFICATE OF CLERK OF CIRCUIT COURT CERTIFICATE OF APPROVAL BY MUNICIPALITY CITY SURVEYOR'S CERTIFICATE SITE E . F LO R ID A 4 3 4 BLU M B E R G B L V D TUSKAWILLA RDTREE SWALLOW DRMOWHAWK TRA IL B E A R S P R ING S D R I V E M I C H A E L B L A K E B L V DTUSKAWILLA ROADBLUMBERG BOULEVARD SHEET 2 SHEET 3 SHEET 4 SHEET 5SPINDLE PALM COVEPEPPERWOOD LOOP CORAL BEAN LANEBEAR SPRINGS DRIVEBEAR SPRINGS DRIVE TARFLOWER DRIVE TARFLOWER DRIVETARFLOWER DRIVE CRAB APPLE LANE TULIP TREE LOOP 12345678910 11 12 13 14 1516171819202122232425262728293031323334 35 36 37 38 39 40 41 42 43 44 45 46 4748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132"F" "G""H""J""L""K""R" "B""T""O""S""D""Q""Q""Q""B" "S" "S" "S""C""A""A""A""A" "Q" "E" "A" "D" "S""A""N""P""M""E""Q""A" "I" "C""C""B""B" "A" "D""D""D"1686 LOT 211,888 SFLOT 221,888 SFLOT 231,397 SFLOT 241,397 SFLOT 251,397 SFLOT 261,397 SFLOT 271,887 SFLOT 281,887 SFLOT 291,396 SFLOT 301,396 SFLOT 311,396 SFLOT 321,396 SFLOT 331,396 SFLOT 34 2,010 SF LOT 35 1,429 SF LOT 36 1,429 SF LOT 37 2,512 SF LOT 38 2,527 SF LOT 39 1,429 SF LOT 40 1,429 SF LOT 41 2,010 SF LOT 42 1,323 SF LOT 43 1,323 SF LOT 44 1,323 SF LOT 45 1,323 SF LOT 46 1,860 SF LOT 472,298 SFLOT 481,473 SFLOT 491,383 SFLOT 501,814 SFLOT 511,696 SFLOT 521,255 SFLOT 531,255 SFLOT 541,255 SFLOT 551,696 SFLOT 56LOT 74LOT 751,255 SFLOT 761,255 SFLOT 771,696 SFLOT 781,696 SFLOT 791,255 SFLOT 801,255 SFLOT 811,255 SFLOT 821,255 SFLOT 831,255 SFLOT 841,255 SFLOT 851,255 SFLOT 861,696 SFTRACT "F" 4,972 SF TRACT "G" 1,282 SF TRACT "H" 1,314 SF TRACT "J"3,818 SFTRACT "D" (ADUE) 27,417 SF (ALLEYWAY) TRACT "A" 2.097 ACRES TRACT "K"1,966 SFTRACT "D" (ADUE)27,417 SF (ALLEYWAY)SPINDLE PALM COVECRAB APPLE LANE S71°24'02"E 101.68' C1 PIPIPI P I PCPR C P T C2 C3C4 S71°24'02"E 387.85' 82.00'19.68'N18°35'58"E 259.21'59.81'S71°24'02"E 537.63'PCPT25.00'174.40'15.00'32.00'30.00'30.00'25.00'25.00'25.00'25.00'C21 S23°49'53"E 31.69' (T)(R)14.83'30.00'21.33'21.33'37.50'37.71'21.33'21.33'30.00'30.00'21.33'21.33'37.50'37.71'21.33'21.33'30.00'122.00'30.00'21.33'21.33'21.33'21.33'18.86'21.33'21.33'21.33'21.33'30.00'18.23' S32°42'00"E 1.56' (R) 62.23' N71°24'02"W 67.00' N71°24'02"W 67.00' 437.17'230.21'134.18'N18°35'58"E 0.23' 101.68' 57.00'25.00'19.68'N18°35'58"E 115.32'S71°24'02"E 62.00' S71°24'02"E 62.00'PCPT9.45' 30.00' S71°24'02"E S18°35'58"W38.00'NT PTPRCPTPRCPR C PCPCCPT PC PTC22 C23 N63°40'30"E 7.08' 18.25'S26°24'02"E 7.07' C29 C30L2L3 L4 C3 2 C39C42 C43C44C47 C65 C66C67C75C76 TRACT "Q"1.192 ACRESN71°24'05"W 162.54'N83°31'22 " W 1 0 5 . 0 3 ' S71°24'38"E 533.01'N18°35'55"E 325.13'N. LINE, LOTS 28 AND 29 BLOCK "B" PB 1, PG 5 S. R/W LINE POC NW CORNER LOT 28, BLOCK "B" PB 1, PG 5 S71°24'38"E 333.41'POB EASTERLY LINEORB 4423, PG 1797BEAR SPRINGS DRIVE(60.00' PUBLIC R/W)ORB 4423, PG 179730.00'30.00'30.00'30.00'CITY C TERRACE (60.00' PUBLIC R/W) ORB 8854, PG 838 30.00' CROSS ACCESS, UTILITY& PEDESTRIAN EASEMENTORB 4101, PG 1025PARCEL 4 ORB 4056, PG 428 PART OF LOT 28, BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 EASEMENT 3 15.00' ACCESS ESMT ORB 4056, PG 428 N00°00'00"E 200.02 'NORTHERLY L INE , PARCEL 4ORB 4056 , PG 42815.00' WATER, SEWER& DRAINAGE ESMTORB 4046, PG 896TARFLOWER DRIVE TARFLOWER DRIVE 15.00'15.00'TRACT "I" 2,365 SF S71°24'02"E 62.00' S71°24'02"E 62.00' S71°24'02"E 62.00' S71°24'02"E 62.00' N71°24'02"W 67.00' N71°24'02"W 67.00' N71°24'02"W 67.00' N71°24'02"W 67.00' N71°24'02"W 67.00' N71°24'02"W 67.00' N71°24'02"W 67.00' TRACT "J" 3,818 SF15.00'15.00'15.00'15.00'101.68' 100.80' TRACT "Q" 1.192 ACRES PARCEL 4 ORB 4056, PG 428 PART OF LOT 29, BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 N71°24'05"W 293.20' NORTHERLY LINE, PARCEL 4 ORB 4056, PG 428 TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) CORAL BEAN LANE479.83' S71°24'02"E 449.83' 447.46' 432.70' S71°24'02"E 387.85' TRACT "A" 2.097 ACRES 364.60' 369.60' TARFLOWER DRIVE 437.17' 507.63' TRACT "D" (ADUE) 27,417 SF (ALLEYWAY) CRAB APPLE LANE S71°24'02"E 537.63' S71°24'38"E 533.01' BEAR SPRINGS DRIVE (SECOND STREET PER PLAT PB 1, PG 5) (30.00' R/W)25.00'15.00'15.00' SEE DETAIL "B" 21.20'141.34' N26°24'05"W 28.73'SEE DETAIL "A"2 5 . 0 0 ' 6.69 ' ( R )5.00'5.00'10.00' DE 10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00' 5.00' 5.00' 5.00'10.00' DE5.00' 5.00' C48 5.00' UE 5.00' UE5.00' UE19.45'C315.00' UEC 4 0 5.00' U E 8.00' PARCEL 4 ORB 4056, PG 428 PART OF LOT 29, BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 10.00' DE20.32'70.02'30.00'21.33'28.83'28.83'21.33'21.33'21.33'28.83'28.83' 28.83'28.83'21.33'21.33'21.33'28.83'N18°35'58"E58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E58.83'N18°35'58"E 61.65'N18°35'58"E 61.89'N18°35'58"E 61.87'S 1 7 ° 5 7 ' 1 3 " E 2 6 . 9 4 'S18°35'58"W 61.86'N05°28 '34"W11.69 'L5L6C68 C69 C70 C71 N18°35'58"E 58.83'N18°35'58"E 58.83'21.33' 2.64' 21.33'21.33'21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33'28.83'28.83' 28.83'28.83'21.33'21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33'21.33'8.50'N18°35'58"E 65.43'N18°35'58"E 65.44'N18°35'58"E 65.44'N18°35'58"E 65.44'N18°35'58"E 65.45'N18°35'58"E 65.45'N18°35'58"E 65.46'N18°35'58"E 65.47'N18°35'58"E 65.47'N18°35'58"E 65.48'S18°35'58"W65.48'N18°35'58"E65.46'N18°35'58"E 65.47'N18°35'58"E 65.47'21.33'21.33'21.33'28.83'28.83'21.33'21.33'28.83' 21.33'21.33'21.33'28.83'28.83'21.33'21.33'28.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'38.01' 25.09' 35.28'21.33'21.33'21.33'21.33'28.83' 21.33'21.33'21.33'21.33'28.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W58.83'S71°24'02"E 349.95'S18°35'58"W 58.83'507.63'LOT 18LOT 191,397 SFLOT 201,397 SFLOT 211,888 SFLOT 221,888 SFLOT 231,397 SFLOT 241,397 SFLOT 531,255 SFLOT 541,255 SFLOT 551,696 SFLOT 561,696 SFLOT 571,255 SFLOT 581,255 SFLOT 721,255 SFLOT 731,696 SFLOT 741,696 SFLOT 751,255 SFLOT 761,255 SFLOT 771,696 SF1,696 SFLOT 831,255 SFLOT 841,255 SFLOT 851,255 SFLOT 861,696 SFLOT 871,696 SFLOT 881,255 SFLOT 891,255 SFTRACT "D" (ADUE) 27,417 SF (ALLEYWAY) TRACT "A" 2.097 ACRES TRACT "Q" 1.192 ACRES TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) TRACT "H" 1,314 SF18.86'101.68' 19.68'PCCPT C22 C41 C65 TARFLOWER DRIVESPINDLEPALM COVEC 4 0 TRACT "F" 4,972 SF TRACT "A" 2.097 ACRES25.00'N18°35'55"E 325.13'TARFLOWER DRIVE 101.68' N 2 6 ° 2 4 ' 0 5 "W 2 8 . 7 3 ' 100.80' N26°24'05"W 1.25'0.88'BEAR SPRINGS DRIVE0. 8 8 '20.32'BOOK PAGE PLAT ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT SHEET 2 OF 5 HICKORY GROVE TOWNHOMES ADUE - ACCESS, DRAINAGE AND UTILITY EASEMENT CCR - CERTIFIED CORNER RECORD - CENTERLINE SYMBOL CM - CONCRETE MONUMENT Δ - CENTRAL ANGLE DE - DRAINAGE EASEMENT ESMT - EASEMENT FND - FOUND L - ARC LENGTH LB - LICENSED BUSINESS N&D - NAIL & DISK NT - NON-TANGENT ORB - OFFICIAL RECORDS BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PG - PAGE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR AND MAPPER (R)- RADIAL R - RADIUS R/W - RIGHT-OF-WAY SF - SQUARE FEET (T)- TOTAL UE - UTILITY EASEMENT LEGEND N E S W MATCH LINE - SHEET 3 OF 5 MATCH LINE - SHEET 4 OF 5MATCH LINE SHEET 4 OF 5MATCH LINE - SHEET 3 OF 5DETAIL "B" - SCALE: 1" = 10'DETAIL "A" - SCALE: 1" = 5'N18°35'58"E58.83' LINE CHART L2 S18°35'58"W 4.50' L3 S71°24'02"E 17.00' L4 N71°24'02"W 13.93' L5 N05°15'43"E 4.79' L6 N17°01'48"E 1.52' CURVE CHART CENTRAL ARC CHORD CHORD NO. ANGLE RADIUS LENGTH BEARING DISTANCE C1 63°00'25" 100.00' 109.97' N77°05'46"E 104.51' C2 42°25'52" 100.00' 74.06' N87°23'03"E 72.38' C3 20°34'33" 100.00' 35.91' N55°52'50"E 35.72' C4 63°00'25" 75.00' 82.48' N77°05'46"E 78.38' C21 47°34'09" 34.00' 28.23' S47°36'57"E 27.42' C22 63°00'25" 75.00' 82.48' N77°05'46"E 78.38' C23 63°00'25" 100.00'109.97' N77°05'46"E 104.51' C29 63°00'25" 50.00' 54.98' S77°05'46"W 52.25' C30 63°00'25" 125.00' 137.46' S77°05'46"W 130.64' C31 90°00'00" 10.00' 15.71' N63°35'58"E 14.14' C32 63°30'58" 15.00' 16.63' S39°38'33"E 15.79' C39 90°00'00" 15.00' 23.56' S63°35'58"W 21.21' C40 94°41'29" 10.00' 16.53' S28°44'46"E 14.71' C41 04°41'29" 75.00' 6.14' N73°44'46"W 6.14' C42 15°57'38" 125.00' 34.82' N74°08'56"E 34.71' C43 13°34'57" 125.00' 29.63' N59°22'39"E 29.56' C44 123°59'12" 15.00' 32.46' S09°24'26"E 26.49' C47 36°46'35" 50.00' 32.09' N53°00'44"W 31.55' C48 63°14'48" 15.00' 16.56' N66°14'50"W 15.73' C65 46°36'30" 75.00' 61.01' N80°36'15"E 59.34' C66 11°42'26" 75.00' 15.32' N51°26'47"E 15.30' C67 26°27'19" 100.00' 46.17' N58°49'13"E 45.76' C68 12°27'12" 100.00' 21.74' N78°16'29"E 21.69' C69 10°42'15" 100.00' 18.68' N89°51'12"E 18.65' C70 11°43'59" 100.00' 20.48' S78°55'41"E 20.44' C71 01°39'40" 100.00' 2.90' S72°13'51"E 2.90' C75 06°59'36" 125.00' 15.26' S49°05'22"W 15.25' C76 26°28'14" 125.00' 57.75' S84°38'08"W 57.24' A REPLAT OF PORTIONS OF LOTS 28, 29 AND 30, BLOCK "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, RECORDED IN PLAT BOOK 1, PAGE 5, LYING IN SECTION 31, TOWNSHIP 20 SOUTH RANGE 31 EAST AND SECTION 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST, WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA FLORIDA 10.00' DE5.00' GRAPHIC SCALE 1" = 80'40'120'20'0' 40' 1687 LOT 10 1,255 SF LOT 11 1,255 SF LOT 12 1,255 SF LOT 13 1,255 SF LOT 14 1,256 SF LOT 15 2,138 SFLOT 161,397 SFLOT 171,397 SFLOT 181,397 SFLOT 191,397 SFLOT 201,397 SFLOT 211,888 SFLOT 221,888 SFLOT 231,397 SFLOT 241,397 SFLOT 531,255 SFLOT 541,255 SFLOT 551,696 SFLOT 561,696 SFLOT 571,255 SFLOT 581,255 SFLOT 591,696 SFLOT 601,696 SFLOT 611,255 SFLOT 621,255 SFLOT 631,255 SFLOT 641,255 SFLOT 651,255 SFLOT 661,255 SFLOT 671,255 SFLOT 681,255 SFLOT 691,696 SFLOT 701,696 SFLOT 711,255 SFLOT 721,255 SFLOT 731,696 SFLOT 741,696 SFLOT 751,255 SFLOT 761,255 SFLOT 771,696 SF1,696 SFLOT 831,255 SFLOT 841,255 SFLOT 851,255 SFLOT 861,696 SFLOT 871,696 SFLOT 881,255 SFLOT 891,255 SFLOT 901,255 SFLOT 911,696 SFLOT 921,696 SFLOT 931,255 SFLOT 941,255 SFLOT 951,255 SFLOT 961,255 SFTRACT "D" (ADUE) 27,417 SF (ALLEYWAY)TRACT "L"786 SFTRACT "R" TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) TRACT "S" 1.374 ACRES CRAB APPLE LANE PEPPERWOOD LOOPCORAL BEAN LANE PI PIPCPT PCPTPCPT S71°24'02"E 387.85' C 5 C7 C8C6 PIPCL7S71°24'02"E 537.63' S71°24'02"E 479.83'30.06'43.94'PTS18°35'58"W 157.95'53.83'104.12'449.83'30.00' 30.64' 5.32'S18°35'58"W 109.73'PC PTS71°24'02"E 40.00'35.50'30.00'30.00'30.00'30.00' 15.00' C 1 3 L1 C 1 4 C 1 5 63.75'21.33'21.33'21.33'21.33'13.88'21.33'21.33'21.33'21.33'21.33'21.33'S18°35'58"W 99.73'NT28.83'144.73'PC PT45.00' S71°24'02"E 18.50'S18°35'58"W23.96'N18°35'58"E20.50'PT 437.17'PCPC PT25.84' PC NTPRC NT PCPC PTPCPC 242.95'30.00'30.00'28.83'28.83'S71°24'02"E 59.18' S71°24'02"E 58.83' S71°24'02"E 58.83' S71°24'02"E 58.83' S71°24'02"E 58.83' S71°24'02"E 58.83'162.95'C 2 4 C 2 8 C 3 3 C 3 4 C35 C36C37C 3 8 C45C 4 6 C49 C 5 0 C 5 4 C55C5 6 C 5 7 C7 2 C73C74TRACT "S" 1.374 ACRES TRACT "S" 1.374 ACRES TRACT "C" (ADUE)16,904 SF (ALLEYWAY)TRACT "A" 2.097 ACRES TRACT "A"2.097 ACRESS 2 6 ° 2 8 ' 4 5 " E 2 3 7 . 4 7 ' TANGENT: S65°37'28"E NTPTC80 CURVE DATA Δ = 39°08'43" R = 358.00' L = 244.59' CHORD S46°03'06"E 239.86' 2 0 . 0 0 ' U T I L I T Y E SM T O R B 3 2 4 0 , P G 1 0 6 415.00'TARFLOWER DRIVE TARFLOWERDRIVEPART OF BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 ORB 2606, PG 1973 447.46' 432.70' 369.60'15.00'15.00'15.00'15.00'15.00'TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) CORAL BEAN LANE 135.32'S71°24'38"E 533.01' S71°24'02"E 58.83' 201.05' S71°24'05"E 191.05' S71°24'05"E 236.05'242.95'162.95'TRACT "A"2.097 ACRESS18°35'58"W 157.95'TARFLOWER DRIVE30.00'30.00'15.00'15.00'TRACT "M" - 833 SF10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00' UE 37.19'17.00'15.00'5.00' UE40.00' 3.00' UE 3.00' UEC 5 1 R=5.00' C81 10.00' DE21.33'21.33'21.33'28.83'28.83'21.33'28.83'28.83'21.33'21.33'21.33'21.33' 21.33'21.33'21.33'21.33'28.83'28.83'21.33'21.33'28.83'28.83'21.33'21.33'21.33'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'21.33' 21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33'21.33' 18.34'21.33'21.33'21.33'21.33'28.83'28.83'21.33'21.33'N18°35'58"E 65.47'N18°35'58"E 65.48'S18°35'58"W65.48'N18°35'58"E 65.49'N18°35'58"E 65.49'N18°35'58"E 65.49'N18°35'58"E 65.50'N18°35'58"E 65.50'N18°35'58"E 65.20'C79 N18°35'58"E 65.47'14.73'N18°35'58"E 65.47'28.83'28.83'21.33'21.33'28.83'28.83'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33' 28.83'28.83'21.33'21.33'28.83'28.83'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'N18°35'58"E 58.83'21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33' 21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33'S18°35'58"W 58.83'S71°24'02"E 349.95'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S71°24'02"E 349.95'135.32'S18°35'58"W 58.83'30.00'21.33'21.33'21.33' 5.81'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'364.60' 507.63' 15.00' 8' FLORIDA POWER EASEMENT ORB 951, PG 1569 LOT 52,338 SFLOT 61,323 SFLOT 71,323 SFLOT 81,323 SFLOT 91,860 SFLOT 10 1,255 SF LOT 11 1,255 SF LOT 12 1,255 SF LOT 13 1,255 SF LOT 14 1,256 SF LOT 15 2,138 SFLOT 161,397 SFLOT 171,397 SFLOT 181,397 SFLOT 191,397 SFLOT 201,397 SFLOT 211,888 SFLOT 221,888 SFLOT 231,397 SFLOT 241,397 SFLOT 251,397 SF1,696 SFLOT 521,255 SFLOT 531,255 SFLOT 541,255 SFLOT 551,696 SFLOT 561,696 SFLOT 571,255 SFLOT 581,255 SFLOT 591,696 SFLOT 601,696 SFLOT 611,255 SFLOT 621,255 SFLOT 631,255 SFLOT 641,255 SFLOT 651,255 SFLOT 661,255 SFLOT 671,255 SFLOT 681,255 SFLOT 691,696 SFLOT 701,696 SFLOT 711,255 SFLOT 721,255 SFLOT 731,696 SFLOT 741,696 SFLOT 751,255 SFLOT 761,255 SFLOT 771,696 SFLOT 781,696 SFLOT 821,255 SFLOT 831,255 SFLOT 841,255 SFLOT 851,255 SFLOT 861,696 SFLOT 871,696 SFLOT 881,255 SFLOT 891,255 SFLOT 901,255 SFLOT 911,696 SFLOT 921,696 SFLOT 931,255 SFLOT 941,255 SFLOT 951,255 SFLOT 961,255 SFTRACT "D" (ADUE) 27,417 SF (ALLEYWAY)TRACT "L"786 SFTRACT "R" 4,225 SF TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) TRACT "C" (ADUE) 16,904 SF (ALLEYWAY) TRACT "S" 1.374 ACRES TRACT "Q" 1.192 ACRES PI PI PIPCPT PCPTPCPT PCPIPC PTPC PTNTPC PTPT PCPC PTPC NTPRC NT PCPC PTPCPC PC PTTRACT "S" 1.374 ACRES TRACT "S" 1.374 ACRES TRACT "C" (ADUE)16,904 SF (ALLEYWAY)TRACT "A" 2.097 ACRES TRACT "A"2.097 ACRESTANGENT: S65°37'28"E NTPT2 0 . 0 0 ' U T I L I T Y E SM T O R B 3 2 4 0 , P G 1 0 6 4 PART OF BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 ORB 2606, PG 1973 TRACT "Q" 1.192 ACRES TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) 2.097 ACRES TRACT "D" (ADUE) 27,417 SF (ALLEYWAY)TRACT "A"2.097 ACRESTRACT "M" - 833 SF17.00'15.00' R=5.00' 15.00' BOOK PAGE PLAT ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT SHEET 3 OF 5 HICKORY GROVE TOWNHOMES MATCH LINE - SHEET 2 OF 5MATCH LINE SHEET 2 OF 5 MATCH LINESHEET 2 OF 5MATCH LINE - SHEET 4 OF 5 MATCH LINE - SHEET 4 OF 5 MATCH LINE SHEET 4 OF 5 MATCH LINESHEET 4 OF 5MATCH LINE - SHEET 5 OF 5MATCH LINE - SHEET 5 OF 5S71°24'02"E 350.00'TRACT "O" 1.192 ACRES N E S W N18°35'58"E58.83'5.00' 5.00' LINE CHART L1 N78°02'22"E 35.96' L7 S18°35'58"W 74.00' CURVE CHART CENTRAL ARC CHORD CHORD NO. ANGLE RADIUS LENGTH BEARING DISTANCE C5 90°00'00" 50.00' 78.54' S26°24'02"E 70.71' C6 04°46'38" 50.00' 4.17' S69°00'43"E 4.17' C7 39°45'37" 50.00' 34.70' S46°44'35"E 34.01' C8 45°27'45" 50.00' 39.67' S04°07'54"E 38.64' C13 90°00'00" 30.00' 47.12' S26°24'02"E 42.43' C14 90°00'00" 30.00' 47.12' S26°24'02"E 42.43' C15 90°00'03" 20.00' 31.42' S26°24'03"E 28.28' C24 90°00'00" 80.00'125.66' S26°24'02"E 113.14' C28 90°00'00" 15.00' 23.56' N26°24'02"W 21.21' C33 90°00'00" 45.00' 70.69' S26°24'02"E 63.64' C34 68°55'23" 15.00' 18.04' S15°51'43"E 16.98' C35 18°05'36" 80.00' 25.26' N59°22'12"W 25.16' C36 02°59'01" 80.00' 4.17' N69°54'31"W 4.17' C37 90°00'00" 15.00' 23.56' N63°35'58"E 21.21' C38 90°00'00" 15.00' 23.56' N26°24'02"W 21.21' C45 90°00'00" 15.00' 23.56' N63°35'58"E 21.21' C46 90°00'00" 15.00' 23.56' N26°24'02"W 21.21' C49 40°54'39" 50.00' 35.70' N88°08'39"E 34.95' C50 90°00'00" 45.00' 70.69' S26°24'02"E 63.64' C51 90°00'03" 15.00' 23.56' S26°24'03"E 21.21' C54 90°00'00" 15.00' 23.56' N26°24'02"W 21.21' C55 05°02'10" 280.06' 24.62' S84°45'21"W 24.61' C56 14°47'15" 80.00' 20.65' N13°48'58"W 20.59' C57 10°30'31" 80.00' 14.67' N26°27'52"W 14.65' C72 18°36'17" 80.00' 25.98' S41°01'16"E 25.86' C73 19°40'30" 80.00' 27.47' S03°24'54"W 27.34' C74 05°20'50" 80.00' 7.47' S15°55'34"W 7.46' C79 00°28'17" 358.00' 2.95' S65°23'26"E 2.95' C80 38°40'26" 358.00' 241.66' S45°49'04"E 237.10' C81 30°33'37"35.00' 18.67'S86°40'50"E 18.45' A REPLAT OF PORTIONS OF LOTS 28, 29 AND 30, BLOCK "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, RECORDED IN PLAT BOOK 1, PAGE 5, LYING IN SECTION 31, TOWNSHIP 20 SOUTH RANGE 31 EAST AND SECTION 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST, WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA FLORIDA ADUE - ACCESS, DRAINAGE AND UTILITY EASEMENT CCR - CERTIFIED CORNER RECORD - CENTERLINE SYMBOL CM - CONCRETE MONUMENT Δ - CENTRAL ANGLE DE - DRAINAGE EASEMENT ESMT - EASEMENT FND - FOUND L - ARC LENGTH LB - LICENSED BUSINESS N&D - NAIL & DISK NT - NON-TANGENT ORB - OFFICIAL RECORDS BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PG - PAGE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR AND MAPPER (R)- RADIAL R - RADIUS R/W - RIGHT-OF-WAY SF - SQUARE FEET (T)- TOTAL UE - UTILITY EASEMENT LEGEND GRAPHIC SCALE 1" = 80'40'120'20'0' 40' 1688 8' FLORIDA POWER EASEMENT ORB 951, PG 1569 LOT 5LOT 61,323 SFLOT 71,323 SFLOT 81,323 SFLOT 91,860 SFLOT 871,696 SFLOT 881,255 SFLOT 891,255 SFLOT 901,255 SFLOT 911,696 SFLOT 921,696 SFLOT 931,255 SFLOT 941,255 SFLOT 951,255 SFLOT 961,255 SFLOT 971,873 SFLOT 981,323 SFLOT 991,323 SFLOT 1002,325 SFLOT 1012,325 SFLOT 1021,323 SFLOT 103LOT 1131,980 SFLOT 1141,408 SFLOT 1151,408 SFLOT 1161,408 SFLOT 1172,475 SFLOT 1182,475 SFLOT 1191,408 SFLOT 1201,408 SFLOT 1211,408 SFTRACT "R" 4,225 SF TRACT "Q" 1.192 ACRES PIPC PTPC PT15.00'104.12'S18°35'55"W 71.80'41.00'S58°58'07"W 37.60'C 9C10 C11 C1715.45'29.55'18.80'C1863.75'242.95'135.32'S71°24'02"E 58.83'32.00'S18°35'55"W 86.00'PCPT PC PTPC PTC 2 5 PC N71°24'02"W20.00'N18°35'55"E0.80'C60C19C61C 6 2 TRACT "Q"1.192 ACRESTRACT "B" (ADUE) 22,289 SF (ALLEYWAY) N71°24'05"W 293.20' N71°24'05"W 498.39'N18°35'55"E 137.55'NORTHERLY LINE, PARCEL 6 ORB 4164, PG 1552NORTHERLY LINE, PARCEL 4ORB 4056, PG 428NORTHERLY LINE, PARCEL 4 ORB 4056, PG 428 PARCEL 4 ORB 4056, PG 428 PART OF LOT 29, BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 PARCEL 2 ORB 4056, PG 42830.00'30.00'TARFLOWERDRIVE15.00'PARCEL 3 ORB 4056, PG 428 236.05'15.00'135.32'S71°24'02"E 58.83' S71°24'05"E 236.05' 500.86' 279.88' S71°24'05"E 304.88' TARFLOWER DRIVE TRACT "A" 2.097 ACRES30.00'30.00'526.86' 455.86' TRACT "B" (ADUE) 22,289 SF (ALLEYWAY) TULIP TREE LOOP S71°24'05"E 485.86' PARCEL 6 - R/W ORB 4164, PG 1552 162.95'TRACT "A"2.097 ACRESS18°35'58"W 157.95'15.00'15.00'8' FLORIDA POWER EASEMENT ORB 951, PG 1569 TRACT "N" - 833 SF10.00' DE10.00' DE10.00' DE5.00' 5.00'10.00' DE5.00' 5.00' PART OF LOT 30, BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 BLUMBERG BOULEVARD (VARIABLE WIDTH R/W) PARCEL 1 ORB 4056, PG 428 28.83'21.33'21.33'21.33'28.83'28.83'21.33'21.33'21.33'21.33'S18°35'58"W 58.83'S71°24'02"E 349.95'S18°35'58"W58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'S18°35'58"W 58.83'135.32'38.02'30.00'21.33'21.33'21.33'37.71' 30.00'21.33'21.33'21.33'37.71' 5.81'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'30.22'21.33'21.33'37.50'37.50'21.33'21.33' 30.22'21.33'21.33'37.50'37.50'21.33'21.33'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'12.81'30.00'21.33'21.33'21.33'37.50'37.50'21.33'21.33'21.33' 30.05'30.00'21.33'21.33'21.33'37.50'37.50'21.33'21.33'21.33'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'8' FLORIDA POWER EASEMENT ORB 951, PG 1569 LOT 42,325 SFLOT 52,338 SFLOT 61,323 SFLOT 71,323 SFLOT 81,323 SFLOT 91,860 SFLOT 10 1,255 SF LOT 11 1,255 SF 1,255 SF LOT 831,255 SFLOT 841,255 SFLOT 851,255 SFLOT 861,696 SFLOT 871,696 SFLOT 881,255 SFLOT 891,255 SFLOT 901,255 SFLOT 911,696 SFLOT 921,696 SFLOT 931,255 SFLOT 941,255 SFLOT 951,255 SFLOT 961,255 SFLOT 971,873 SFLOT 981,323 SFLOT 991,323 SFLOT 1002,325 SFLOT 1012,325 SFLOT 1021,323 SFLOT 1031,323 SFLOT 1042,324 SFLOT 1131,980 SFLOT 1141,408 SFLOT 1151,408 SFLOT 1161,408 SFLOT 1172,475 SFLOT 1182,475 SFLOT 1191,408 SFLOT 1201,408 SFLOT 1211,408 SFLOT 1222,475 SFTRACT "R" 4,225 SF TRACT "E" (ADUE) 14,981 SF (ALLEYWAY) TRACT "B" (ADUE) 22,289 SF (ALLEYWAY) TRACT "C" (ADUE) 16,904 SF (ALLEYWAY) TRACT "Q" 1.192 ACRES PI PIPC PTPC PTPC PTPC PTPCPC PCPT PC PTPC PTPC TRACT "Q"1.192 ACRESTRACT "B" (ADUE) 22,289 SF (ALLEYWAY)16,904 SF (ALLEYWAY)PARCEL 2 ORB 4056, PG 42830.00'30.00'TRACT "A" 2.097 ACRES PARCEL 3 ORB 4056, PG 428 TRACT "Q" 1.192 ACRES TRACT "E" (ADUE) 14,981 SF (ALLEYWAY)TRACT "S" 1.374 ACRES TRACT "A" 2.097 ACRES TRACT "B" (ADUE) 22,289 SF (ALLEYWAY) PARCEL 6 - R/W ORB 4164, PG 1552 TRACT "A"2.097 ACRES8' FLORIDA POWER EASEMENT ORB 951, PG 1569 TRACT "N" - 833 SFBLUMBERG BOULEVARD (VARIABLE WIDTH R/W) PARCEL 1 ORB 4056, PG 428 BOOK PAGE PLAT ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT SHEET 4 OF 5 HICKORY GROVE TOWNHOMES MATCH LINE SHEET 2 OF 5MATCH LINESHEET 2 OF 5MATCH LINESHEET 3 OF 5MATCH LINE - SHEET 3 OF 5 MATCH LINESHEET 3 OF 5MATCH LINE - SHEET 2 OF 5MATCH LINE - SHEET 5 OF 5MATCH LINE - SHEET 5 OF 5MATCH LINE - SHEET 3 OF 5 N E S W CURVE CHART CENTRAL ARC CHORD CHORD NO. ANGLE RADIUS LENGTH BEARING DISTANCE C9 90°00'03" 50.00' 78.54' S26°24'03"E 70.71' C10 47°55'53" 50.00' 41.83' S05°21'58"E 40.62' C11 42°04'11" 50.00' 36.71' S50°22'00"E 35.89' C17 40°22'12" 30.00' 21.14' S38°47'01"W 20.70' C18 30°23'38" 30.00' 15.91' S43°46'18"W 15.73' C19 09°58'33" 30.00' 5.22' S23°35'12"W 5.22' C25 90°00'03" 15.00' 23.56' S26°24'03"E 21.21' C60 28°04'24" 51.00' 24.99' N32°38'07"E 24.74' C61 90°00'00" 15.00' 23.56' S63°35'55"W 21.21' C62 90°00'00" 15.00' 23.56' S26°24'05"E 21.21' A REPLAT OF PORTIONS OF LOTS 28, 29 AND 30, BLOCK "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, RECORDED IN PLAT BOOK 1, PAGE 5, LYING IN SECTION 31, TOWNSHIP 20 SOUTH RANGE 31 EAST AND SECTION 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST, WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA FLORIDA ADUE - ACCESS, DRAINAGE AND UTILITY EASEMENT CCR - CERTIFIED CORNER RECORD - CENTERLINE SYMBOL CM - CONCRETE MONUMENT Δ - CENTRAL ANGLE DE - DRAINAGE EASEMENT ESMT - EASEMENT FND - FOUND L - ARC LENGTH LB - LICENSED BUSINESS N&D - NAIL & DISK NT - NON-TANGENT ORB - OFFICIAL RECORDS BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PG - PAGE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR AND MAPPER (R)- RADIAL R - RADIUS R/W - RIGHT-OF-WAY SF - SQUARE FEET (T)- TOTAL UE - UTILITY EASEMENT LEGEND GRAPHIC SCALE 1" = 80'40'120'20'0' 40' 1689 LOT 11,860 SFLOT 21,323 SFLOT 31,323 SFLOT 42,325 SFLOT 52,338 SF1,323 SFLOT 1031,323 SFLOT 1042,324 SFLOT 1052,325 SFLOT 1061,323 SFLOT 1071,323 SFLOT 1082,325 SFLOT 1092,325 SFLOT 1101,323 SFLOT 1111,323 SFLOT 1121,860 SFLOT 1211,408 SFLOT 1222,475 SFLOT 1232,475 SFLOT 1241,408 SFLOT 1251,408 SFLOT 1261,408 SFLOT 1272,475 SFLOT 1282,475 SFLOT 1291,408 SFLOT 1301,451 SFLOT 1311,536 SFLOT 1322,382 SFTRACT "B" (ADUE) 22,289 SF (ALLEYWAY) TRACT "T" 18,819 SFTRACT "O"833 SFTRACT "C" (ADUE) 16,904 SF (ALLEYWAY) PEPPERWOOD LOOP TULIP TREE LOOP PIPIPCPT PCPTP IPCPT S71°24'05"E 201.05' S71°24'05"E 485.86'N18°35'55"E77.00'S59°55'0 5 " E 8 9 . 8 8 ' S71°24'05"E 304.88'S71°24'05"E 173.39' 145.98'27.41'77.00'S18°35'55"W49.01'27.99'15.00'30.00'30.00'26.00'30.00'25.00'25.00'C12 C 1 6 25.00'25.00'C2015.03'15.03'15.03'14.93' S71°24'05"E 191.05'PCPT50.01'S71°24'05"E 138.58' S59°55'0 5 " E 9 4 . 9 0 ' 526.86' 500.86' 455.86' 62.40' 279.88'S67°35'11"E 60.02' 15.00' S59°55'0 5 " E 8 7 . 1 9 '32.00'PCPTPC PCCPT30.09'24.30'27.66'49.34'S75°52'13"E 54.39' C26 C27 C 5 2 C 5 3 S18°35'55"W41.27'C59C63C 6 448.01'C77C78 TRACT "S" 1.374 ACRES S71°28'45"E 253.56'S30°04'55"W 261.86'N60°43'3 2 " W 1 3 6 . 2 9 ' NT P TPCPTNTPT PCPT CURVE DATA Δ = 45°00'00" R = 142.00' L = 111.53' CHORD S48°58'45"E 108.68' CURVE DATA Δ = 12°29'09" R = 82.00' L = 17.87' CHORD S66°09'40"E 17.83' CURVE DATA Δ = 90°00'00" R = 30.00' L = 47.12' CHORD S14°55'05"E 42.43'W. R/W LINE(BEARING BASIS)CURVE DATA Δ = 39°19'07" R = 15.00' L = 10.29' CHORD S49°44'29"W 10.09' NORTHER L Y L I N E , P A R C E L 6 ORB 4164, P G 1 5 5 2 S69°24'02"W 53.25'20.00' UTILITY ESMT ORB 3240, PG 1064 PARCEL 1 ORB 4056, PG 428 PARCEL 6 - R/W ORB 4164, PG 1552 CURB CUT ESMT FOR INGRESS & EGRESS ORB 2786, PG 1256 TUSKAWILLA ROAD(FORMERLY BRANTLEY AVENUE)(VARIABLE WIDTH R/W)TARFLOWER DRIVE TRACT "A" 2.097 ACRES BLUMBERG BOULEVARD (VARIABLE WIDTH R/W)30.00'PART OF BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 ORB 2606, PG 1973 TARFLO W E R D R I V E TRACT "A " 2.097 AC R E S 236.05'15.00'15.00' C58 S59°55'05"E 40.83' 2 3 7 . 4 7 ' S 2 6 ° 2 8 ' 4 5 " E TRACT "S" 1.374 ACRES 22,289 SF (ALLEYWAY) TULIP TREE LOOP S71°24'05"E 485.86'15.00'15.00'30.00'N71°24'05"W 498.39' NORTHERLY LINE, PARCEL 6 ORB 4164, PG 1552 50.00' R/W, PB 1, PG 5AS SHOWN INORB 3225, PG 182956.00'6.00' R/W PER ORB 5510, PG 1286MAGNOLIA PARK ACQUISITION ORB 5510, PG 1286ORB 7290, PG 463TANGENT: S30°04'55"W NORTHERLY LINE, PARCEL 6 ORB 4164, PG 1552 E. R/W LINEE. R/W LINES30°04'55"W 1178.18'TANGENT: S72°24'14"E TRACT "P" - 833 SF10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00'10.00' DE5.00' 5.00' 5.00' UE 3.00' UE 3.00' UE5.00' UE 5.00' UE 5.00' UE30.00'129.15'82.71'PART OF LOT 30, BLOCK "B" D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP PB 1, PG 5 37.71'37.50'21.33'21.33'15.03' 37.71'37.50'21.33'21.33'30.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'30.00' 21.33'21.33'37.50'37.50'21.33'21.33'37.50'37.50'21.33'21.33'30.00' 21.33'21.33'37.50'37.50'21.33'21.33'37.50'37.50'21.33'21.33'30.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'N18°35'55"E 62.00'21.33'37.50'37.50'21.33'21.33'21.33'37.50'37.50'21.33'21.33'21.33' 21.33'37.50'37.50'21.33'21.33'21.33'37.50'37.50'21.33' 21.71' 30.53' 3.09'S18°35'55"W 88.62'S18°35'55"W 74.03'S18°35'55"W 70.01'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W 66.00'S18°35'55"W66.00'S18°35'55"W 66.00'C77C78 21.65' 0.04'S18°35'55"W 66.00'LOT 5LOT 61,323 SFLOT 71,323 SFLOT 81,323 SFLOT 1012,325 SFLOT 1021,323 SFLOT 103LOT 1191,408 SFLOT 1201,408 SFLOT 1211,408 SFTRACT "S" 1.374 ACRES PTPC PTTRACT "A" 2.097 ACRES TRACT "B" (ADUE) 22,289 SF (ALLEYWAY) PARCEL 1 ORB 4056, PG 428 BOOK PAGE PLAT ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 ACCURIGHT SHEET 5 OF 5 HICKORY GROVE TOWNHOMES MATCH LINE - SHEET 3 OF 5MATCH LINE - SHEET 4 OF 5MATCH LINESHEET 4 OF 5N E S W A REPLAT OF PORTIONS OF LOTS 28, 29 AND 30, BLOCK "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, RECORDED IN PLAT BOOK 1, PAGE 5, LYING IN SECTION 31, TOWNSHIP 20 SOUTH RANGE 31 EAST AND SECTION 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST, WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA FLORIDA CURVE CHART CENTRAL ARC CHORD CHORD NO. ANGLE RADIUS LENGTH BEARING DISTANCE C12 11°29'00" 100.00' 20.04' S65°39'35"E 20.01' C16 90°00'00" 30.00' 47.12' S26°24'05"E 42.43' C20 90°00'00" 30.00' 47.12' N63°35'55"E 42.43' C26 11°29'00" 125.00' 25.05' S65°39'35"E 25.01' C27 15°56'17" 75.00' 20.86' N67°53'13"W 20.80' C52 90°00'00" 45.00' 70.69' S26°24'05"E 63.64' C53 90°00'00" 15.00' 23.56' N26°24'05"W 21.21' C58 85°32'43" 10.00' 14.93' S61°22'17"W 13.58' C59 90°00'00" 45.00' 70.69' S63°35'55"W 63.64' C63 90°00'00" 15.00' 23.56' N63°35'55"E 21.21' C64 90°00'00" 15.00' 23.56' S26°24'05"W 21.21' C65 46°35'57" 75.00' 61.00' N80°36'31"E 59.33' C77 53°16'51" 45.00' 41.85' S45°14'21"W 40.36' C78 36°43'09" 45.00' 28.84' S89°45'39"W 28.35' ADUE - ACCESS, DRAINAGE AND UTILITY EASEMENT CCR - CERTIFIED CORNER RECORD - CENTERLINE SYMBOL CM - CONCRETE MONUMENT Δ - CENTRAL ANGLE DE - DRAINAGE EASEMENT ESMT - EASEMENT FND - FOUND L - ARC LENGTH LB - LICENSED BUSINESS N&D - NAIL & DISK NT - NON-TANGENT ORB - OFFICIAL RECORDS BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PG - PAGE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR AND MAPPER (R)- RADIAL R - RADIUS R/W - RIGHT-OF-WAY SF - SQUARE FEET (T)- TOTAL UE - UTILITY EASEMENT LEGEND GRAPHIC SCALE 1" = 80'40'120'20'0' 40' 1690 1691 1692 1693 3/2/2021 SCPA Parcel View: 26-20-30-5AR-0B00-028E https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=2620305AR0B00028E 1/2 Property Record Card Parcel:26-20-30-5AR-0B00-028E Property Address:141 BEAR SPRINGS DR WINTER SPRINGS, FL 32708 Parcel Information Parcel 26-20-30-5AR-0B00-028E Owner(s)BLUMBERG, JUANITA D - Trustee Property Address 141 BEAR SPRINGS DR WINTER SPRINGS, FL 32708 Mailing PO BOX 195430 WINTER SPGS, FL 32719-5430 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 01-SINGLE FAMILY Exemptions Value Summary 2021 Working Values 2020 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $16,668 $171,191 Depreciated EXFT Value $1,472 $1,472 Land Value (Market)$1,512,500 $1,089,000 Land Value Ag Just/Market Value **$1,530,640 $1,261,663 Portability Adj Save Our Homes Adj $0 $770,118 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $1,530,640 $491,545 Tax Amount without SOH:$20,454.96 2020 Tax Bill Amount $7,298.89 Save Our Homes Savings:$13,156.07 * Does NOT INCLUDE Non Ad Valorem AssessmentsLegal Description PT OF LOTS 28 29 & 30 BLK B DESC AS BEG 333.41 FT S 71 DEG 24 MIN 38 SEC E OF NW COR LOT 28 RUN S 71 DEG 24 MIN 38 SEC E 533.01 FT SELY ON CURVE 244.59 FT S 26 DEG 28 MIN 45 SEC E 237.47 FT SELY ON CURVE 111.53 FT S 71 DEG 28 MIN 45 SEC E 253.56 FT SELY ON CURVE 17.87 FT S 59 DEG 55 MIN 05 SEC E 40.83 FT SLY ON CURVE 47.12 FT S 30 DEG 04 MIN 55 SEC W 261.86 FT SWLY ON CURVE 10.29 FT S 69 DEG 24 MIN 02 SEC W 53.25 FT N 60 DEG 43 MIN 32 SEC W 136.29 FT N 1 DEG 24 MIN 05 SEC W 498.39 FT N 18 DEG 35 MIN 55 SEC E 137.55 FT N 71 DEG 24 MIN 05 SEC W 293.20 FT N 200.02 FT N 83 DEG 31 MIN 22 SEC W 105.03 FT N 71 DEG 24 MIN 05 SEC W 162.54 FT N 18 DEG 35 MIN 55 SEC E 325.13 FT TO BEG (12.303 AC) BLK B D R MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$1,530,640 $0 $1,530,640 CITY WINTER SPRINGS $1,530,640 $0 $1,530,640 FIRE FUND $1,530,640 $0 $1,530,640 COUNTY GENERAL FUND $1,530,640 $0 $1,530,640 Schools $1,530,640 $0 $1,530,640 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 5/1/2005 05789 0941 $100 No Vacant PROBATE RECORDS 2/1/2003 04719 1663 $100 No Vacant Land Method Frontage Depth Units Units Price Land Value ACREAGE 12.1 $125,000.00 $1,512,500 Building Information + – 1694 3/2/2021 SCPA Parcel View: 26-20-30-5AR-0B00-028E https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=2620305AR0B00028E 2/2 4 2.5 # Description Year Built Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE FAMILY 1973 11 2,185 3,438 2,585 SIDING GRADE 3 $16,668 $22,833 Description Area OPEN PORCH FINISHED 30.00 UTILITY FINISHED 80.00 GARAGE FINISHED 743.00 BASE SEMI FINISHED 400.00 Permits Permit # Description Agency Amount CO Date Permit Date No Permits Permit data does not originate from the Seminole County Property Appraiser’s office. For details or questions concerning a permit, please contact the building department of the tax district in which the property is located. Extra Features Description Year Built Units Value New Cost FIREPLACE 1 7/1/1973 1 $672 $1,680 PATIO 2 7/1/1973 1 $800 $2,000 Zoning Zoning Zoning Description Future Land Use FutureLandUseDescription T-C Town Center District 1695 NOT FOR CONSTRUCTION Outdoor Lighting Solutions 3300 Exchange Place Lake Mary, Florida 32746 www.duke-energy.com Designer Date Scale Drawing No. 1" = 60' SLC-011 of 2Proprietary & Confidential: This document together with the concepts and designs presented herein, presented as an instrument of service, is the sole property of Duke Energy, and is intended only for the specific purpose and prospective client as stated in the title block of this drawing. Any use, copying, reproduction or disclosure of the drawing, design or any information contained herein by the prospective customer or other entities, including without limitation, architects, engineers, or equipment manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent from, and payment of compensation to Duke Energy. Duke Energy disclaims any liability or responsibility for any unauthorized use of or reliance on this document. Lighting Design Tolerance: Calculated footcandle levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacturer will also affect results. ®PRELIMINARY Christopher CordellFebruary 22, 2021General Notes:1. Site lighting is engineered, installed, and connected per NESC for Utility work and is owned and maintainedby Duke Energy under a FPSC regulated leased lighting program.2. Lighting is fed directly from Utility secondary distribution system via closest transformer and is not connectedto any metered building or service point. All conductors are direct buried at 36" BFG minimum per NESC forUtility work.3. Poles are Victorian 16' OAL direct buried concrete tenon top with a fixture mounting height of 12' AFG, blackin color.4. The preliminary photometric design shown on this sheet was completed without utility or landscape plans.Pole locations, fixtures, and fixture quantities shown may vary pending receipt of current utility andlandscape plans.Photometric Template CoverageScale : 1" = 60'Luminaire ScheduleSymbolQtyLLFDescriptionWattageCatalog NumberLabelLamp63 0.95030GVD2 P20 30K AS 3N FPD80ALED LIGHTENGINE30W LED BISCAYNE TYPE III,CCT 3000KColorBLACKHickory Grove Townhomes - Site Lighting Plan Winter Springs, FLAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA1696 NOT FOR CONSTRUCTION Outdoor Lighting Solutions 3300 Exchange Place Lake Mary, Florida 32746 www.duke-energy.com Designer Date Scale Drawing No. SLC-022 of 2Proprietary & Confidential: This document together with the concepts and designs presented herein, presented as an instrument of service, is the sole property of Duke Energy, and is intended only for the specific purpose and prospective client as stated in the title block of this drawing. Any use, copying, reproduction or disclosure of the drawing, design or any information contained herein by the prospective customer or other entities, including without limitation, architects, engineers, or equipment manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent from, and payment of compensation to Duke Energy. Duke Energy disclaims any liability or responsibility for any unauthorized use of or reliance on this document. Lighting Design Tolerance: Calculated footcandle levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacturer will also affect results. ®PRELIMINARY Christopher CordellHickory Grove Townhomes - Site Lighting Plan Winter Springs, FLLight Fixture InformationStatisticsDescriptionSymbol Avg Max Min Max/Min Avg/MinParking and Drives0.75 fc 1.6 fc 0.2 fc3.758.00 1" = 60'Overall Site PhotometryScale : 1" = 60'February 22, 20210.60.7 0.8 0.9 0.90.3 0.5 0.8 1.0 0.9 0.4 0.7 0.5 0.30.4 0.30.2 0.20.4 0.60.4 0.3 0.30.6 0.7 0.8 1.0 0.5 0.30.4 0.40.4 0.60.4 0.6 0.8 1.0 0.6 1.30.6 0.70.4 0.6 0.61.10.2 0.20.3 0.4 0.7 0.71.00.5 0.6 0.9 0.90.5 0.6 0.4 0.30.2 0.21.2 0.71.2 1.0 0.8 1.00.7 0.7 0.9 1.0 0.8 0.41.0 0.80.81.10.8 0.50.3 0.5 1.0 0.9 0.7 0.41.11.0 0.7 0.6 0.91.10.9 0.6 0.50.30.2 0.20.3 0.40.5 0.8 1.3 0.7 0.6 0.8 0.7 0.60.5 0.8 0.8 0.7 0.40.21.3 1.2 0.8 0.6 0.5 0.5 0.81.1 1.11.0 1.00.4 0.7 0.8 0.9 0.9 0.71.4 1.10.9 0.9 0.7 0.5 0.6 0.6 0.7 0.91.1 1.41.20.2 0.20.3 0.5 0.8 1.01.41.2 1.0 0.8 0.8 0.8 0.7 0.7 0.6 0.8 0.8 1.0 1.30.4 0.5 0.40.2 0.20.31.11.31.1 1.10.8 0.7 0.5 0.7 0.9 0.8 1.0 1.3 0.80.6 0.6 0.8 1.0 0.8 0.41.10.9 1.0 1.0 1.0 0.6 0.6 0.81.11.20.5 0.7 0.9 0.9 0.7 0.91.31.11.0 0.8 0.8 0.7 0.6 0.7 1.0 1.0 0.60.7 0.8 0.71.2 1.01.10.9 0.9 0.8 0.8 0.7 0.6 0.71.11.0 0.80.4 0.41.41.01.11.0 0.9 0.8 0.7 0.9 0.9 0.9 0.90.9 0.71.10.7 0.5 0.4 0.31.11.2 1.0 0.9 0.9 0.8 0.7 0.9 1.0 1.0 1.3 0.81.0 0.90.9 0.6 0.4 0.31.0 1.31.11.0 0.9 0.7 0.8 0.9 0.9 1.0 1.21.11.01.0 0.41.10.8 0.5 0.31.5 1.5 1.11.0 1.0 0.9 0.7 0.8 0.9 1.01.11.01.40.7 0.51.3 0.9 0.8 0.5 0.31.11.2 1.21.11.0 0.9 0.9 1.0 0.8 1.0 1.01.11.20.5 0.41.0 0.70.9 0.9 0.8 0.9 0.8 0.8 1.0 1.2 1.3 1.20.51.61.0 0.80.8 0.7 0.6 0.8 0.9 1.01.1 1.5 1.50.6 0.80.81.10.8 0.5 0.91.10.9 0.8 1.0 1.2 1.00.7 0.91.3 1.1 1.2 1.10.20.3 0.7 1.10.9 1.1 1.40.5 0.5 0.3 0.3 0.6 1.11.1 1.00.5 0.6 0.7 0.8 1.0 0.50.6 1.1 1.40.3 0.4 0.7 0.9 1.1 0.90.6 1.2 0.90.4 0.4 0.3 0.3 0.4 0.60.7 0.8 0.8 0.70.5 0.8 0.9 0.8 0.4 0.30.7 0.7 0.6 0.90.5 0.7 0.8 0.9 0.8 0.80.8 0.5 0.7 1.00.3 0.5 0.9 0.80.9 0.7 0.8 1.10.4 0.51.1 0.8 0.7 0.90.3 0.40.9 0.7 0.8 1.20.4 0.50.9 0.5 0.6 1.10.8 0.80.6 0.6 0.80.6 1.00.6 0.7 0.90.7 1.00.6 0.6 0.8 0.9 1.40.9 0.90.7 0.8 1.0 1.2 0.9 0.9 1.10.7 1.00.4 0.6 0.9 1.0 0.8 1.2 0.9 0.9 0.9 1.00.4 1.00.30.20.3 0.4 0.6 0.80.7 0.8 0.9 1.30.5 0.41.4 1.2 0.7 0.4 0.30.20.8 1.1 0.8 1.00.4 0.40.8 1.1 1.0 0.8 0.6 0.30.8 1.3 0.8 0.90.3 0.50.2 0.20.3 0.5 0.8 0.61.2 0.9 0.8 0.50.80.4 0.6 0.40.2 0.20.31.1 0.70.6 1.00.6 0.6 0.9 1.0 0.7 0.40.9 1.1 0.70.6 0.9 0.90.3 0.5 0.9 0.9 0.7 1.10.8 1.2 0.8 0.40.5 0.7 0.6 0.6 1.10.5 0.5 0.3 0.3 0.5 0.71.0 0.8 0.8 0.8 0.6 0.8 0.8 0.9 1.0 0.9 0.70.6 0.7 0.9 1.0 0.5 0.31.3 1.3 1.1 1.2 1.0 0.8 0.6 0.71.1 0.8 0.60.20.4 0.7 0.9 1.1 0.91.3 1.1 1.1 0.9 0.9 0.8 0.9 1.1 0.8 0.50.30.2 0.2 0.20.4 0.61.1 1.2 0.9 0.8 0.7 0.7 0.5 0.5 0.5 0.6 1.0 0.91.0 1.0 0.8 0.4 0.30.20.6 0.9 0.8 0.7 0.7 0.7 0.5 0.6 0.51.1 1.01.2 1.0 0.9 0.7 0.51.1 0.6 0.5 0.5 0.5 0.4 0.5 0.7 0.7 0.9 0.9 0.8 0.51.0 0.70.6 0.9 0.8 0.71.1 1.1 1.0 0.7 0.5 0.5 0.5 0.5 0.5 0.7 1.0 1.1 1.11.1 0.70.6 0.5 0.50.7 1.0 0.9 0.9 0.7 0.7 0.6 0.5 0.6 0.5 0.5 0.7 1.00.9 0.80.4 0.5 0.4 0.6 0.5 0.6 0.8 0.8 0.50.9 1.2 1.1 0.8 0.8 0.7 0.5 0.7 0.8 0.8 0.9 1.1 0.60.6 0.60.2 0.20.4 0.7 0.7 0.9 1.2 0.7 0.5 0.6 0.8 1.1 1.00.8 1.3 1.0 0.9 0.9 0.7 0.5 0.7 0.7 0.7 0.9 1.1 0.90.6 0.80.6 0.4 0.3 0.4 0.6 1.0 1.1 0.80.3 0.3 0.4 0.8 1.1 0.71.2 1.1 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.90.7 1.00.9 1.2 0.9 0.7 0.4 0.3 0.4 0.5 0.8 0.70.4 0.7 0.9 1.21.0 1.1 0.9 0.9 0.6 0.7 0.7 0.6 0.7 0.9 1.0 1.1 1.30.9 0.91.0 0.8 0.7 0.6 0.50.20.3 0.3 0.30.4 0.5 0.7 0.60.8 0.7 0.8 0.7 0.7 0.6 0.7 0.8 0.9 1.3 1.40.7 0.6 0.8 1.10.4 0.40.20.30.5 0.6 0.6 0.6 0.5 0.5 0.4 0.5 0.5 0.5 0.8 0.8 0.9 1.0 1.10.5 0.9 1.2 1.0 0.8 1.10.20.31.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.9 1.0 1.00.5 0.9 1.0 1.1 0.9 0.90.3 0.41.10.4 0.4 0.4 0.6 0.8 0.9 1.0 0.9 1.00.6 0.70.6 0.7 0.9 0.6 0.4 0.50.9 1.1 1.1 1.3 0.90.6 1.10.5 0.7 0.9 0.9 1.4 0.81.0 1.00.6 1.00.2 0.20.3 0.4 0.7 1.0 0.90.8 1.10.4 0.5 0.30.2 0.2 0.20.8 1.10.6 0.6 0.8 1.0 0.7 0.40.4 1.10.3 0.5 0.8 0.9 0.7 0.80.6 0.40.2 0.2 0.20.3 0.5 0.70.3 0.30.5 0.6 0.4 0.30.2 0.20.2 0.20.7 0.7 0.9 0.9 0.8 0.40.20.4 0.4 0.5 0.9 1.0 0.8 0.40.3 0.40.7 1.0 1.0 0.6 0.4 0.40.5 0.7 0.4 0.8 1.0 1.0 1.1 0.8 0.61.1 0.7 0.7 1.0 0.9 0.81.0 1.0 1.00.9 0.8 0.91.1 1.0 1.0 0.91.2 0.8 0.9 0.70.7 0.8 0.9 1.30.4 0.5AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA1697 October 5, 2021 Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, Florida 32751 Attention: Mr. Dustin McGlinchey, Land Development Manager Dustin.McGlinchey@mattamycorp.com Reference: Geotechnical Engineering Services Pond Drawdown/Recovery/Underdrain Analysis Hickory Grove Townhomes Seminole County, Florida UES Project No.: 0130.2100262.0000 UES Report No. 1904168 Dear Mr. McGlinchey: As requested by Madden Moorhead & Stokes, LLC (MMS), Universal Engineering Sciences, LLC (UES) has completed the drawdown/recovery/underdrain analysis for the dry ponds at the above referenced project in Seminole County, Florida. 1.0 PROJECT DESCRIPTION UES understands that this project will consist of a residential development in Seminole County, Florida. UES has previously performed issued a final geotechnical exploration report for this project (UES Report No. 1887996 dated August 2, 2021). The results of this previous geotechnical report were used for our analysis. A drawdown/recovery and underdrain analysis has been requested by MMS to satisfy the local jurisdictional agencies. 2.0 RECOVERY ANALYSIS – POND 2 We were provided with the stage versus area, geometry of the pond and pertinent volume information by MMS. The recovery/drawdown analysis of the pond was evaluated using the commercial software program PONDS, Version 3.3. The specific analysis included evaluating the ponds for recovery of the Water Quality Volume (WQV) applied as a slug load. The drawdown requirement for the pond is recovery of the WQV within 72 hours. The use of pond bottom underdrains will be needed to facilitate recovery for Ponds 1 and 3. The pertinent input parameters used in the recovery evaluation include the seasonal high groundwater elevation, estimated hydraulic conductivity value and aquifer base elevation. The modeling parameters used in our evaluations were developed from the subsurface conditions encountered during our previous geotechnical explorations. 1698 Hickory Grove, Pond Recovery/Underdrain Analysis UES Project No. 0130.2100262.0000 Seminole County, Florida UES Report No. 1904168 Page 2 Note that ground surface elevations at the boring locations were based on a topographic info provided by MMS. Table 1 details the design parameters assumed in our analyses and the corresponding results. TABLE 1: SUMMARY OF DESIGN PARAMETERS Input Parameters Value Pond Designation Pond 2 Pertinent Borings B-02, P-01 Pond Bottom Elevation (feet, datum) +42.0 Proposed Top of Pond Elevation (feet, datum) +47.0 Estimated Base of Surficial Aquifer Elevation (feet, datum) +38.0 Estimated Seasonal High Groundwater Elevation (feet, datum) +38.5 Estimated Fillable Porosity of Surficial Aquifer (%) 20 Estimated Saturated Horizontal Hydraulic Conductivity (feet/day) ** 11.0 Estimated Vertical Unsaturated Hydraulic Conductivity (feet/day) ** 7.5 WQV (ac-ft / ft3) 0.187 / 8,128 ** Hydraulic conductivity values based results of lab testing and incorporate a factor of safety FS=2.0 TABLE 2: RESULTS OF DRAWDOWN/RECOVERY ANALYSIS Pond Designation Pond 2 Estimated Time to Recover WQV < 72 hours 3.0 CONCLUSIONS Based on the results of our analysis, it is our opinion that the proposed dry Pond 2 will likely recover the WQV within 72 hours, provided that the pond is properly constructed in accordance with project plans. For detailed results of the drawdown/recovery analysis, please refer to the results in Appendix A. 4.0 POND BOTTOM UNDERDRAIN ANALYSIS – PONDS 1 & 3 Based on our initial drawdown/recovery analyses, Ponds 1 and 3 did not recover the treatment volumes within the required time. Therefore, pond bottom underdrains will be necessary to facilitate recovery. We used the commercial software PONDS (version 3.3) for the pond bottom underdrain analysis. The input modeling parameters used in our evaluation were developed from the subsurface conditions encountered at the boring locations from our previous explorations. The detailed results of the analysis are presented in Appendix B: Results of Pond Bottom Underdrain Evaluation. 1699 Hickory Grove, Pond Recovery/Underdrain Analysis UES Project No. 0130.2100262.0000 Seminole County, Florida UES Report No. 1904168 Page 3 Assuming that the underdrains are installed as recommended, we have performed the underdrain analysis to evaluate the total length and minimum spacing of underdrains required for the pond to function as a dry system, while still recovering the required WQV within 3 days. Ground surface elevations at our boring locations were estimated from the topographic plan provided by MMS. Minimal groundwater baseflow into the underdrains is anticipated, however, a conservative estimate of 2 gpm was used in our analysis. Table 3 details the design parameters assumed in our analysis and the corresponding results are shown in Table 4. TABLE 3 SUMMARY OF POND BOTTOM UNDERDRAIN ANALYSIS Input Parameter Value Pond Designation Pond 1 Pond 3 Relevant Borings P-05, P-06 P-02 Proposed Pond Bottom Elevation (ft, datum) +42.0 +39.0 Estimated SHGWT Elevation (ft, datum) +40.0 +39.0 Estimated Hydraulic Conductivity (ft/day) for surficial soils * 20 20 Estimated Base of Aquifer Depth below Pond Bottom (ft) * 3 3 Area at Top of Pond (ft2) 22,171 8,622 Depth of Pond Basin (ft) 5.25 5 Desired Drawdown Depth to Water Table Below Pond Bottom (ft) 0.5 0.5 Recommended Diameter of Underdrain Pipe (in) 6 6 Thickness of Soil Cover (ft) 2 2 Thickness of Gravel Envelope (in) 3 3 Factor of Safety 2 2 Estimated Groundwater Baseflow Rate into the Underdrain pipes (gpm) 2 2 Required WQV for Recovery, (ft3 / ac-ft) 28,838 / 0.662 3,432 / 0.079 Critical Drawdown/Recovery Time for WQV (days) 3 3 TABLE 4 RESULTS OF POND BOTTOM UNDERDRAIN ANALYSIS Pond Designation Pond 1 Pond 3 Estimated Minimum Total Underdrain Length Required for Recovery (ft) 952 220 Estimated Maximum Underdrain Spacing between Laterals for Recovery (ft) 23.3 39.3 * Upper three (3) feet of soils between pond bottom elevation and bottom of underdrain system should consist of on-site sands with a minimum average permeability rate of 20 ft/day throughout the entire system footprint. 1700 Hickory Grove, Pond Recovery/Underdrain Analysis UES Project No. 0130.2100262.0000 Seminole County, Florida UES Report No. 1904168 Page 4 Based on the results of our analysis, it is our opinion that the WQV for Ponds 1 and 3 will be recovered within 3 days, provided that the criteria for minimum length of required laterals and the maximum spacing between the laterals shown in Table 4 are met. 5.0 POND BOTTOM UNDERDRAIN INSTALLATION RECOMMENDATIONS The upper three (3) feet of soils between the pond bottom elevation and the bottom of underdrain system should consist of on-site/parent sands with a minimum permeability rate of 20 feet/day throughout the entire system footprint. Any silty/clayey soils found within the system footprint should be completely over-excavated and replaced between the pond bottom and the bottom of the underdrain system. Once the pond is excavated to the final configuration, and the hydraulically restrictive soils replaced with clean sands, the underdrains should be placed along the length of the retention pond separated by the maximum spacing recommended in Table 2. The outside rows of underdrain pipe should not be placed more than ½ the maximum spacing from the top of the pond berm. The over-excavation must be inspected by a UES representative prior to backfilling with clean onsite sands. We recommend the following material and construction methods be followed during the installation of the pond bottom underdrain system. 1) The underdrains should be constructed using six (6)-inch diameter fully perforated HDPE underdrain pipe wrapped with a filter sock (ADS “Drainguard” or equivalent). 2) Place rows of the six (6)-inch perforated underdrain pipes along the length axis of the ponds. 3) The underdrain pipe invert should be placed to a depth of 33 inches below the pond bottom elevation and should be enveloped by three (3) inches of gravel (washed silica based stone, FDOT #57 stone or equivalent). The gravel envelope should be wrapped with filter fabric (Mirafi 140N or equivalent) to prevent intrusion of soil fines. The main collector drain should be installed at a slope of 0.15 percent to promote drainage and minimize siltation. 4) Backfill placed above and between the underdrain piping should consist of the in-situ soils with a minimum resultant permeability value of at least 20 ft/day. Sufficient volume of surficial soils material should be stockpiled separately for later use as backfill material. 5) Care should be exercised during underdrain construction, backfilling and pond grading to minimize siltation of the permeable backfill soils. Following underdrain installation, the pond bottom should be lightly seeded or stabilized in accordance with the District and City requirements. 6) The underdrain system should be provided with positive discharge not subject to back- pressure conditions. Clean-out and inspection ports should be provided at the terminus of each underdrain segment, and at the connection to the discharge point (if not located within an open control structure). Additionally, a maintenance program should be established to flush and inspect the underdrain system on a periodic basis. 1701 1702 1703 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Hickory Grove - Pond 2 10-05-2021 10:40:42 Page 1 Project Data Project Name:Hickory Grove - Pond 2 Simulation Description:Recovery of Dry Pond Project Number:0130.2100262.0000 Engineer :ASW Supervising Engineer:RCKL Date:10-05-2021 Aquifer Data Base Of Aquifer Elevation, [B] (ft datum):38.00 Water Table Elevation, [WT] (ft datum):38.50 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day):11.00 Fillable Porosity, [n] (%):20.00 Unsaturated Vertical Infiltration Rate, [Iv] (ft/day):7.5 Maximum Area For Unsaturated Infiltration, [Av] (ft²):4937.0 Geometry Data Equivalent Pond Length, [L] (ft):145.0 Equivalent Pond Width, [W] (ft):60.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) Area (ft²) 42.00 1843.0 43.00 2716.0 44.00 4135.0 45.00 5738.0 46.00 7448.0 47.00 9257.0 1704 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Hickory Grove - Pond 2 10-05-2021 10:40:43 Page 2 Scenario Input Data Scenario 1 :: WQV of 8,128 ft³ slug load (0.187 ac-ft) Hydrograph Type:Slug Load Modflow Routing:Routed with infiltration Treatment Volume (ft³)8128 Initial ground water level (ft datum)38.50 (default) Time After Storm Event (days) 0.100 0.250 0.500 1.000 1.500 Time After Storm Event (days) 2.000 2.500 3.000 3.500 4.000 1705 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Hickory Grove - Pond 2 10-05-2021 10:40:43 Page 3 Detailed Results :: Scenario 1 :: WQV of 8,128 ft³ slug load (0.187 ac-ft) Elapsed Time (hours) Instantaneous Inflow Rate (ft³/s) Outside Recharge (ft/day) Stage Elevation (ft datum) Infiltration Rate (ft³/s) Combined Instantaneous Discharge Rate (ft³/s) Cumulative Inflow Volume (ft³) Cumulative Infiltration Volume (ft³) Combined Cumulative Discharge (ft³) Flow Type 0.000 1354.6670 0.00000 38.50000 0.00000 0 0.000 0.0 0 N.A. 0.002 1354.6670 0.00000 44.53075 0.42853 0 8128.000 2.6 0 U/P 2.400 0.0000 0.00000 43.77741 0.31899 0 8128.000 3308.2 0 U/P 6.000 0.0000 0.00000 42.86789 0.15849 0 8128.000 6199.7 0 U/S 12.000 0.0000 0.00000 42.41103 0.04027 0 8128.000 7296.7 0 S 24.000 0.0000 0.00000 41.89997 0.00962 0 8128.000 8128.0 0 S 36.000 0.0000 0.00000 41.55380 0.00000 0 8128.000 8128.0 0 S 48.000 0.0000 0.00000 41.31143 0.00000 0 8128.000 8128.0 0 S 60.000 0.0000 0.00000 41.12737 0.00000 0 8128.000 8128.0 0 S 72.000 0.0000 0.00000 40.98029 0.00000 0 8128.000 8128.0 0 S 84.000 0.0000 0.00000 40.85861 0.00000 0 8128.000 8128.0 0 S 96.000 0.0000 0.00000 40.75534 ---- ---- 8128.000 8128.0 0 N.A. 1706 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Hickory Grove - Pond 2 10-05-2021 10:40:44 Page 4 Summary of Results :: Scenario 1 :: WQV of 8,128 ft³ slug load (0.187 ac-ft) Time (hours) Stage (ft datum) Rate (ft³/s) Volume (ft³) Stage Minimum 0.000 38.50 Maximum 0.002 44.53 Inflow Rate - Maximum - Positive 0.002 1354.6670 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 0.002 8128.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 8128.0 Infiltration Rate - Maximum - Positive 0.002 0.4285 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 24.000 8128.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 8128.0 Combined Discharge Rate - Maximum - Positive None None Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive None None Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 0.0 Discharge Structure 1 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 2 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 41.55 8128.0 72 Hour Stage and Infiltration Volume 72.000 40.98 8128.0 1707 1708 PONDS Underdrain Analysis Version 3.3.0051 Copyright 2011 Devo Seereeram, Ph.D., P.E. Hickory Grove Townhomes - Pond 1 10-05-2021 10:32:37 Page 1 Job Information Job Name:Hickory Grove Townhomes - Pond 1 Engineer:ASW Date:10-05-2021 Input Data Area at top of pond, [ATOP]:22171 ft² Depth of basin, [d]:5.25 ft Aquifer depth below pond bottom, [B]:3 ft Desired depth to water table below pond bottom, [R]:0.5 ft Hydraulic conductivity of soil, [K]:20 ft/day Drain diameter, [D]:6 in Thickness of gravel envelope, [t]:3 in Thickness of soil cover, [H]:2 ft Treatment volume, [PAV]:28838 ft³ Recovery time, [T]:3 days Factor of safety, [FS]:2 Background seepage, [qb]:2 gpm Free discharge / no tailwater Results Computed underdrain spacing, [S]:23.29543 ft Computed total length of laterals, [L]:951.7317 ft Computed flow rate through outfall, [Q]:.2269715 ft³/sec Computed flow rate per lineal foot of lateral, [ql]:2.384826E-04 ft³/sec/ft 1709 PONDS Underdrain Analysis Version 3.3.0051 Copyright 2011 Devo Seereeram, Ph.D., P.E. Hickory Grove Townhomes - Pond 1 10-05-2021 10:32:37 Page 2 Notes 1.Laterals should be no farther than S/2 from the top of the basin. 2.A gravel envelope at least 3 inches thick is recommended around the underdrain pipes. If a gravel envelope is used, a filter fabric will be required around this envelope. 3.The underdrain pipe should have a filter fabric sock to prevent fines from moving into and clogging the perforated pipe. 4.Ensure outfall elevation for system will allow gravity flow without tailwater backpressure to the underdrains. 5.Theory is applicable where ground water flow is largely in a horizontal direction (i.e., natural gradients less than 1%). 6.Capped and sealed inspection and cleanout ports which extend to the ground surface are recommended at the following locations for each drain pipe: a.the terminus b.at every 400 feet or every bend of 45 or more degrees, whichever is shortest 7.Underdrain basin should be stabilized with permanent vegetative cover. Warnings None. 1710 PONDS Underdrain Analysis Version 3.3.0051 Copyright 2011 Devo Seereeram, Ph.D., P.E. Hickory Grove Townhomes - Pond 3 10-05-2021 10:35:52 Page 1 Job Information Job Name:Hickory Grove Townhomes - Pond 3 Engineer:ASW Date:10-05-2021 Input Data Area at top of pond, [ATOP]:8622 ft² Depth of basin, [d]:5 ft Aquifer depth below pond bottom, [B]:3 ft Desired depth to water table below pond bottom, [R]:0.5 ft Hydraulic conductivity of soil, [K]:20 ft/day Drain diameter, [D]:6 in Thickness of gravel envelope, [t]:3 in Thickness of soil cover, [H]:2 ft Treatment volume, [PAV]:3432 ft³ Recovery time, [T]:3 days Factor of safety, [FS]:2 Background seepage, [qb]:2 gpm Free discharge / no tailwater Results Computed underdrain spacing, [S]:39.34822 ft Computed total length of laterals, [L]:219.1205 ft Computed flow rate through outfall, [Q]:3.093751E-02 ft³/sec Computed flow rate per lineal foot of lateral, [ql]:1.411895E-04 ft³/sec/ft 1711 PONDS Underdrain Analysis Version 3.3.0051 Copyright 2011 Devo Seereeram, Ph.D., P.E. Hickory Grove Townhomes - Pond 3 10-05-2021 10:35:52 Page 2 Notes 1.Laterals should be no farther than S/2 from the top of the basin. 2.A gravel envelope at least 3 inches thick is recommended around the underdrain pipes. If a gravel envelope is used, a filter fabric will be required around this envelope. 3.The underdrain pipe should have a filter fabric sock to prevent fines from moving into and clogging the perforated pipe. 4.Ensure outfall elevation for system will allow gravity flow without tailwater backpressure to the underdrains. 5.Theory is applicable where ground water flow is largely in a horizontal direction (i.e., natural gradients less than 1%). 6.Capped and sealed inspection and cleanout ports which extend to the ground surface are recommended at the following locations for each drain pipe: a.the terminus b.at every 400 feet or every bend of 45 or more degrees, whichever is shortest 7.Underdrain basin should be stabilized with permanent vegetative cover. Warnings None. 1712 i FINAL GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES SEMINOLE COUNTY, FLORIDA UES PROJECT NO. 0130.2100262.0000 UES REPORT NO. 1887996 PREPARED FOR: Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, FL 32751 Attention: Mr. Dustin McGlinchey PREPARED BY: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 (407) 423-0504 August 2, 2021 Revised August 26, 2021 Consultants in: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspection Offices in: • Orlando (Headquarters) • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Miami • Ocala • Palm Coast • Panama City • Pensacola • Rockledge • Sarasota • St. Petersburg • Tampa • Tifton, GA • West Palm Beach • Atlanta, GA UNIVERSAL ENGINEERING SCIENCES 1713 August 2, 2021 Revised August 26, 2021 Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, FL 32751 Attention: Dustin McGlinchey, Land Development Manager Dustin.McGlinchey@mattamycorp.com Reference: Final Geotechnical Exploration Hickory Grove Townhomes Seminole County, Florida UES Project No. 0130.2100262.0000 UES Report No. 1887996 Dear Mr. McGlinchey: Universal Engineering Sciences, LLC. (UES) has completed a final geotechnical exploration at the above referenced site in Seminole County, Florida. The scope of our exploration was planned in conjunction with and authorized by you. This exploration was performed in accordance with UES Proposal No. 1875002, dated June 9, 2021 and with generally accepted soil and foundation engineering practices. No other warranty, express or implied, is made. The following report presents the results of our field exploration with a geotechnical engineering interpretation of those results with respect to the project characteristics as provided to us. We have included soil and groundwater conditions at the boring locations and preliminary geotechnical recommendations for foundation design, pavement design and site preparation. We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, LLC. Certificate of Authorization No. 549 Timothy D. Triplett, P.E. Ricardo C. Kiriakidis L., Ph.D., P.E. Geotechnical Project Engineer Geotechnical Department Manager FL P.E. Registration No. 79027 1714 i 1.0 PROJECT DESCRIPTION ........................................................................................................................... 1 2.0 PURPOSE ....................................................................................................................................................... 1 3.0 SITE DESCRIPTION .................................................................................................................................... 1 3.1 SOIL SURVEY ................................................................................................................... 1 3.2 TOPOGRAPHY .................................................................................................................. 2 3.3 POTENTIOMETRIC MAP ..................................................................................................... 2 4.0 SCOPE OF SERVICES ................................................................................................................................. 2 5.0 FIELD EXPLORATION ............................................................................................................................... 3 6.0 LABORATORY TESTING ........................................................................................................................... 3 7.0 SUBSURFACE CONDITIONS ..................................................................................................................... 3 7.1 GENERALIZED SOIL PROFILE ............................................................................................. 3 8.0 GROUNDWATER CONDITIONS ............................................................................................................... 4 8.1 EXISTING GROUNDWATER LEVEL ...................................................................................... 4 8.2 SEASONAL HIGH GROUNDWATER LEVEL ............................................................................ 4 9.1 STRUCTURAL AND GRADING INFORMATION ........................................................................ 5 9.2 ANALYSIS ........................................................................................................................ 5 9.3 BEARING PRESSURE ........................................................................................................ 5 9.4 FOUNDATION SIZE ............................................................................................................ 6 9.5 BEARING DEPTH .............................................................................................................. 6 9.6 BEARING MATERIAL .......................................................................................................... 6 9.7 SETTLEMENT ESTIMATES .................................................................................................. 6 9.8 FLOOR SLABS .................................................................................................................. 7 10.0 PAVEMENT RECOMMENDATIONS ........................................................................................................ 7 10.1 GENERAL ......................................................................................................................... 7 10.2 ASPHALTIC PAVEMENTS ................................................................................................... 7 10.2.1 Layer Components ............................................................................................................................... 7 10.2.2 Subgrade .............................................................................................................................................. 7 10.2.3 Base Course ......................................................................................................................................... 8 10.2.4 Surface Course .................................................................................................................................... 8 10.2.5 Effects of Groundwater........................................................................................................................ 9 10.2.6 Landscape Underdrains ...................................................................................................................... 9 10.3 CONCRETE “RIGID” PAVEMENTS ........................................................................................ 9 11.0 SITE PREPARATION ................................................................................................................................. 10 12.0 STORMWATER DESIGN CONSIDERATIONS .................................................................................... 12 13.0 DEWATERING AND EXCAVATION CONSIDERATIONS ................................................................. 12 14.0 LIMITATIONS............................................................................................................................................. 13 1715 ii LIST OF TABLES Table I: Summary of Published Soil Data .......................................................................... 2 Table II: Laboratory Methodologies .................................................................................... 3 Table III: Generalized Soil Profile........................................................................................ 4 Table IV: Minimum Asphaltic Pavement Component Thicknesses ...................................... 7 Table V: Minimum Concrete Pavement Thicknesses ....................................................... 10 Table VI: Stormwater Pond Design Parameters ................................................................ 12 APPENDICES APPENDIX A USGS Location Map .................................................................................................... A-1 APPENDIX B Boring Location Plan ................................................................................................... B-1 Boring Logs ................................................................................................................. B-2 Key to Boring Logs Sheet ............................................................................................ B-3 APPENDIX C GBC Document ........................................................................................................... C-1 Constraints and Restrictions ........................................................................................ C-2 1716 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 1 1 1.0 PROJECT DESCRIPTION We understand you are developing two parcels of land identified by Seminole County as Parcel ID# 26-20-30-5AR-0B00-028E & 26-20-30-5AR-OBOO-0290. The subject site is approximately 19 acres and is located at 141 Bear Springs Drive in Winter Springs, Florida. A site plan provided by Mattamy Homes showed the proposed construction of approximately 126 townhome units, associated parking and drive areas and five (5) proposed stormwater ponds. UES has previously performed two geotechnical explorations of the subject site (UES Report #1606949 and #1821893) dated September 27, 2018 and January 13, 2021, respectively. This report has been prepared to summarize the previous findings and provide final geotechnical recommendations for the proposed residential development of the property. 2.0 PURPOSE The purposes of this exploration were: • to explore and evaluate the subsurface conditions at the site with special attention to potential problems that may impact the proposed development, • to provide our estimates of the seasonal high groundwater level at the boring locations, • to provide preliminary geotechnical engineering recommendations for foundation design, pavement design and site preparation, and stormwater pond design parameters This report presents an evaluation of site conditions on the basis of geotechnical procedures for site characterization. The recovered samples were not examined, either visually or analytically, for chemical composition or environmental hazards. We would be glad to provide you with a proposal for these services at your request. Our field exploration was not designed to specifically address the potential for surface expression of deep geological conditions, such as sinkhole development related to karst activity. This evaluation requires a more extensive range of field services (i.e. ground penetrating radar and electrical resistivity testing) than those performed in this study. We would be pleased to conduct an exploration to evaluate the probable effect of the regional geology upon the proposed construction, if you so desire. 3.0 SITE DESCRIPTION The subject site is located within Section 38/39, Township 20 South, Range 31 East in Seminole County, Florida. More specifically, the site is located at the northwest corner of Blumberg Boulevard and Tuskawilla Road in Winter Springs, Florida. At the time of our exploration, the site consisted of a moderately to heavily vegetated, parcel with an existing single family residence. 3.1 SOIL SURVEY There are two (2) native soil types mapped within the general area of the site according to the USDA NRCS Soil Survey of Seminole County. A brief summary of the mapped surficial (native) soil type(s) is presented in Table I. Please note that the soils types and their associated engineering properties may have been altered by past development activities within the vicinity of the subject site. 1717 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 2 TABLE I SUMMARY OF PUBLISHED SOIL DATA Soil Symbol Soil Type Hydrologic Group Drainage Characteristics Depth of Published Seasonal High GWT (feet) 24 Paola-St. Lucie sands, 0 to 5 percent slopes A Excessively drained >6½ 27 Pomello fine sand, 0 to 5% slopes A Moderately well drained 2 to 3½ 3.2 TOPOGRAPHY According to information obtained from the United States Geologic Survey (USGS) “Casselberry, Florida” quadrangle map, the native ground surface elevation across the site area ranges approximately +40 feet National Geodetic Vertical Datum (NGVD). We note that the site slopes from west to east towards Lake Jessup. Based on review of the USGS map and the Seminole County Watershed Atlas, the normal high water elevation of Lake Jessup appears to be about +5 feet NGVD. A copy of a portion of the USGS Map is included in Appendix A. 3.3 POTENTIOMETRIC MAP Based upon review of the St. Johns River Water Management District Potentiometric map (May 2009) of the Upper Floridian Aquifer for the project area, the potentiometric level at the site is estimated to be at elevation +25 to +30 feet, NGVD. The native ground surface elevation across the site area is approximately +40 to +50 feet NGVD. This indicates artesian groundwater levels on the order of 10 to 25 feet below the existing ground surface. However, artesian conditions were not encountered to the termination depths of our borings. Artesian conditions are not anticipated based on our field exploration and proposed site grading. If artesian conditions are encountered during site grading and pond excavation UES should be notified immediately. 4.0 SCOPE OF SERVICES The services conducted by UES during our geotechnical exploration were as follows: • Drilled six (6) Standard Penetration Test (SPT) borings within the proposed pond areas to depths of 25 feet below existing grades. • Secured samples of representative soils encountered in the soil borings for review, laboratory analysis and classification by a Geotechnical Engineer. • Measured the existing site groundwater levels and provide an estimate of the seasonal high groundwater level at the boring locations. • Conducted laboratory testing on selected soil samples obtained in the field to determine their engineering properties. • Assessed the existing soil conditions with respect to the proposed construction. 1718 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 3 • Prepared a report which documents the results of our exploration and analysis with geotechnical engineering recommendations. 5.0 FIELD EXPLORATION The six (6) SPT borings, designated P-01 through P-06, as shown on the attached Boring Location Plan in Appendix B, were performed in general accordance with the procedures of ASTM D 1586 “Standard Method for Penetration Test and Split-Barrel Sampling of Soils”. SPT sampling was performed continuously within the top 10 feet to detect variations in the near surface soil profile and on approximate 5 feet centers thereafter. The SPT soil borings were performed with an ATV-mounted drilling rig. UES located the test borings by using the provided site plan, measuring from existing on-site landmarks shown on an aerial photograph, and by using handheld GPS devices. No survey control was provided. Hence, the indicated test boring locations should be considered accurate to the degree of the methodologies used. The approximate boring locations are shown in Appendix B. Ground surface elevations at the boring locations would be beneficial to help us to identify any anomalies in our measured and estimated seasonal high groundwater levels, as well as improve the usefulness the groundwater information during the civil engineering design of the site. 6.0 LABORATORY TESTING The soil samples recovered from the test borings were returned to our laboratory and visually classified in general accordance with ASTM D 2487 “Standard Classification of Soils for Engineering Purposes” (Unified Soil Classification System). We selected representative soil samples from the borings for laboratory testing to aid in classifying the soils and to help to evaluate the general engineering characteristics of the site soils. The results of these tests are shown on the boring logs in Appendix B. A summary of the tests performed is shown in Table II. TABLE I I LABORATORY METHODOLOGIES Test Performed Number Performed Reference Grain Size Analysis (#200 wash only) 12 ASTM D 1140 “Amount of Material in Soils Finer than the No. 200 (75 - µm) sieve” Moisture Content 12 ASTM D 2216 “Laboratory Determination of Water (Moisture) Content of Soil by Mass” Permeability Tests 6 Florida Method FM 1-T 215, “Permeability of Granular Soils (Constant Head)” 7.0 SUBSURFACE CONDITIONS 7.1 GENERALIZED SOIL PROFILE The results of our field exploration and laboratory analysis, together with pertinent information obtained from the SPT borings, such as soil profiles, penetration resistance and groundwater levels are shown on the boring logs included in Appendix B. The Key to Boring Logs, Soil Classification Chart is also included in Appendix B. The soil profiles were prepared from field logs after the recovered soil samples were examined by a Geotechnical Engineer. The stratification lines shown on the boring logs represent the approximate boundaries between soil types, and may not depict exact subsurface soil conditions. The actual soil boundaries may be more 1719 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 4 transitional than depicted. A generalized profile of the soils encountered at our boring locations is presented in Table III. For detailed soil profiles, please refer to the attached boring logs. TABLE III GENERALIZED SOIL PROFILE Stratum No. Typical Depth Soil Description Typical Range of SPT “N” Values (feet, bls) From To 1 0 25* Loose to dense fine SAND with varying fines content [SP, SP-SM, SM] with interbedded CLAY [CL] 2 to 34 *Denotes maximum termination depth of the borings. 8.0 GROUNDWATER CONDITIONS 8.1 EXISTING GROUNDWATER LEVEL We measured the water levels in the boreholes on July 15 to July 16, 2021 during our drilling operations. Groundwater was encountered at depths ranging from approximately 4 to 9 feet below existing site grades at the time of our exploration. We note that the fluctuation in the encountered groundwater levels is likely due to topographic relief across the site as it slopes from west to east towards the wetlands. Fluctuations in groundwater levels should be anticipated throughout the year, primarily due to topographical relief, seasonal variations in rainfall, surface runoff, and other factors that may vary from the time the borings were conducted. 8.2 SEASON AL HIGH GROUNDWATER LEVEL Based on historical data, the rainy season in Central Florida is between June and October of the year. In order to estimate the seasonal high water level at the boring locations, many factors are examined, including the following: • Measured groundwater level • Drainage characteristics of existing soil types • Current & historical rainfall data • Natural relief points (such as lakes, rivers, wetlands, etc.) • Man-made drainage systems (ditches, canals, retention basins, etc.) • On-site types of vegetation • Review of available data (soil surveys, USGS maps, etc.) • Redoximorphic features (mottling, stripping, etc.) Based on the results of our field exploration and the factors listed above, we anticipate that the seasonal high groundwater level at our boring locations will likely form at depths ranging from approximately 3 to 8 feet below existing site grades. The estimated seasonal high groundwater table at each boring location is shown on the attached boring logs in Appendix B. It should be noted that the estimated seasonal high water levels do not provide any assurance that groundwater levels will not exceed these estimated levels during any given year in the future. Should the impediments to surface water drainage be present, or should rainfall intensity and duration, or total rainfall quantities, exceed the normally anticipated rainfall quantities, groundwater levels might exceed our seasonal high estimates. Further, it should be understood 1720 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 5 that changes in the surface hydrology and subsurface drainage from on-site and/or off-site improvements could have significant effects on the normal and seasonal high groundwater levels. 9.0 FOUNDATION DESIGN RECOMMENDATIONS The following recommendations are made based upon a review of the attached soil test data, our understanding of the proposed construction, and experience with similar projects and subsurface conditions. The applicability of geotechnical recommendations is very dependent upon project characteristics such as improvement locations, and grade alterations. UES must review the final site and grading plans to validate all recommendations rendered herein. Additionally, if subsurface conditions are encountered during construction, which were not encountered in the borings, report those conditions immediately to us for observation and recommendations. 9.1 STRUCTURAL AND GRADING INFORMATION We understand that the proposed project will include the construction of a new residential apartment community located in Seminole County, Florida. The site is located at 141 Bear Springs Drive in Winter Springs, Seminole County, Florida. We were provided with a concept plan showing the proposed development and the requested boring locations/depths. The plan indicates 126 residential townhome units, five (5) stormwater ponds, and associated paved parking and drive areas. Structural loading information was not provided by the client at the time of this report. We have assumed the structure will have maximum column loads of 75 kips and maximum wall loads of 8 kips per foot. W e anticipate that minimal (i.e. less than 3 feet of) structural fill will be necessary to achieve finished grades in the proposed building and pavement areas of the site. Prior to finalizing any design, the structural/grading information outlined above should be confirmed by the project structural/civil engineer. This is crucial to our evaluation and estimates of settlements. If any of this information is incorrect or if you anticipate any changes, please inform UES immediately so that we may review and modify our recommendations as appropriate. 9.2 ANALYSIS Based on the results of the soil borings, the near surface soils within the proposed building area appear to be very loose to very dense sands with varying amounts of silt and clay to a depth of 25 feet below grade. It is our opinion that the proposed structures can be supported on properly designed and constructed shallow foundation systems. Provided that the site preparation recommendations outlined in this report are followed, and any loose surficial soils are properly densified, the parameters outlined below may be used for foundation design. 9.3 BEARING PRESSURE Provided our suggested site preparation procedures are followed, we recommend designing conventional, shallow footing or post-tensioned slab foundations for a maximum allowable net soil bearing pressure of 2,500 pounds per square foot (psf). The allowable net bearing pressure is that pressure that may be transmitted to the soil in excess of the minimum surrounding overburden pressure. The allowable bearing pressure should include dead load plus sustained 1721 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 6 live load. Per the Florida Building Code (FLBC), the foundations should be designed for the most unfavorable effects due to the combinations of loads specified in the FLBC. 9.4 FOUNDATION SIZE For post-tensioned slab foundations, we recommend a minimum width of 12 inches of the turned down edge of the slab at the bottom, with a 45-degree chamfer to the slab. The minimum width recommended for an isolated column footing is 24 inches. For continuous wall or slab on grade foundations, the minimum footing width should comply with the current FLBC, but under no circumstances should be less than 12 inches. Even though the maximum allowable soil bearing pressure may not be achieved, these width recommendations should control the size of the foundations. 9.5 BEARING DEPTH The base of all footings should be at least 12 inches below finished grade elevation in accordance with the FLBC. We recommend stormwater and surface water be diverted away from the building exterior, both during and after construction, to reduce the possibility of erosion beneath the exterior footings. 9.6 BEARING MATERIAL The bearing level soils should exhibit a density of at least 95 percent of the maximum dry density as determined by ASTM D 1557 (Modified Proctor) to a depth of at least 2 feet below foundation level as described in this report. In addition to compaction, the bearing soils must exhibit stability and be free of "pumping" conditions. 9.7 SETTLEMENT ESTIMATES Post-construction settlement of the structures will be influenced by several interrelated factors, such as (1) subsurface stratification and strength/compressibility characteristics of the bearing soils to a depth of approximately twice the width of the footing; (2) footing size, bearing level, applied loads, and resulting bearing pressures beneath the foundation; (3) site preparation and earthwork construction techniques used by the contractor, and (4) external factors, including but not limited to vibration from offsite sources and groundwater fluctuations beyond those normally anticipated for the naturally-occurring site and soil conditions which are present. Our settlement estimates for the structure are based upon adherence to our recommended site preparation procedures presented in this report. Any deviation from these recommendations could result in an increase in the estimated post-construction settlement of the structures. Furthermore, should building loads change from those assumed by us, greater settlements may be expected. Due to the sandy nature of the surficial soils, following the compaction operations we expect the majority of settlement to be elastic in nature and occur relatively quickly, on application of the loads, during and immediately following construction. Using the recommended maximum allowable bearing pressure, the assumed maximum structural loads, and the field and laboratory test data which we have correlated into the strength and compressibility characteristics of the subsurface soils, we estimate the total post-construction vertical settlement of the proposed structures to be on the order of 1 inch or less. Differential settlement results from differences in applied bearing pressures and the variations in the compressibility characteristics of the subsurface soils. Assuming our site preparation 1722 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 7 recommendations are followed, we anticipate post-construction differential settlement of less than ½ inch. 9.8 FLOOR SLABS Conventional floor slabs may be supported upon the compacted fill and should be structurally isolated from other foundation elements or adequately reinforced to prevent distress due to differential movements. For the slab design, we recommend using a subgrade modulus (k) of 100 pounds per cubic inch, which can be achieved by compacting the subgrade soils as recommended in this report. We recommend using a sheet vapor barrier (in accordance with Florida Building Code requirements) beneath the building slab-on-grade to help control moisture migration through the slab. 10.0 PAVEMENT RECOMMENDATIONS 10.1 GENERAL We assume that the proposed roadway and parking areas will consist of a combination of flexible asphaltic and rigid concrete pavement sections with typical residential traffic. Our recommendations for both pavement types are listed in the following sections. The following recommendations are based on the pavement areas being prepared as recommended in this report. 10.2 ASPHALTIC PAVEMENTS 10.2.1 Layer Components We recommend using a three layer pavement section for the proposed roadway consisting of stabilized subgrade, base course, and surface course. The Seminole County Transportation Standards has divided the pavement requirements for typical roads into categories as a function of traffic type (residential and commercial). Table IV summarizes the minimum pavement component thicknesses for residential and commercial roadway design. Where applicable, local municipality minimum standards should be followed when more stringent than the recommendations herein. TABLE IV MINIMUM ASPHALTIC PAVEMENT COMPONENT THICKNESSES Traffic Loading(1) Layer Component (inches) Surface Course Base Course Subgrade** Residential 1½ 6 10 Commercial 2½ 8 12 (1) Roads which will accommodate heavy truck traffic should be designed as commercial ** The subgrade should be stabilized for limerock (or crushed concrete) base (see Section 10.2.2) 10.2.2 Subgrade The subgrade immediately beneath the base course should be compacted to at least 98 percent of the Modified Proctor maximum dry density (ASTM D 1557) value. For a limerock (or crushed concrete) base, the subgrade should be stabilized to a minimum Florida Bearing Value (FBV) of 75 psi (or LBR of 40 as specified by FDOT). 1723 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 8 Compaction testing of the subgrade should be performed to full depth at a frequency of at least one (1) test per 5,000 square feet, or every 250 lineal feet of roadway, whichever is greater. Stabilized subgrade can be imported materials or a blend of on-site and imported materials. If a blend is proposed, we recommend that the contractor perform a mix design to find the optimum mix proportions. Please note, Seminole County does not allow the use of plastic clay to stabilize the subgrade. Crushed limerock or crushed concrete base material could be used to stabilize the subgrade soils to meet the recommended LBR or FBV values stated previously.. 10.2.3 Base Course Based on the results of our exploration and our experience in the project area, limerock, soil- cement and recycled crushed concrete are suitable base course materials for this project. However, local municipality standards may govern the use of recycled crushed concrete use as an alternative base course material. We recommend the civil engineer consult with the local municipalities prior to selecting the base course material for this project. For a limerock base, the base course should be compacted to a minimum density of 98 percent of the Modified Proctor maximum dry density and exhibit a minimum LBR of 100. The limerock material should comply with the latest edition of the Florida Department of Transportation (FDOT) Road and Bridge Construction specifications. For a soil-cement base, we recommend the contractor perform a soil-cement design with a minimum seven (7)-day strength of 300 pounds per square inch (psi) on the materials he intends to use. Place soil-cement in maximum 6-inch lifts uniform and compact in place to a minimum density of 95 percent of the maximum dry density according to specifications in ASTM D-558, “Moisture Density Relations of Soil Cement Mixtures”. Place and finish the soil-cement according to Portland Cement Association requirements. Final review of the soil-cement base course should include manual "chaining" and/or "soundings" seven days after placement. Shrinkage cracks will form in the soil-cement mixture and you should expect reflection cracking on the surface course. Recycled Concrete Aggregate (RCA) may provide a cost-effective alternative material in lieu of limerock or soil cement base courses. Local availability, along with municipality standards, typically governs the use of crushed concrete use as an alternative base course material. The advantages of using crushed concrete as a pavement base course include its high strength (stronger than limerock), resistance to groundwater related distress, and lack of reflection cracking caused by thermal expansion and contraction. If RCA base is used, the base course material should be sourced from an FDOT approved supplier. The base should be compacted to a minimum density of 98 percent of the Modified Proctor maximum dry density and exhibit a minimum LBR of 150. The base material should comply with the latest edition of the FDOT Road and Bridge Construction Specifications. Compaction testing of the base course should be performed to full depth at a frequency of at least one (1) test per 5,000 square feet, 10.2.4 Surface Course For the pavements, we recommend that the surfacing consist of FDOT SuperPave (SP) asphaltic concrete. The surface course should consist of FDOT SP-9.5 fine mix for light-duty areas and 1724 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 9 FDOT SP-12.5 topped with SP-9.5 fine mix for heavy duty areas. The asphalt concrete should be placed within the allowable lift thicknesses for fine Type SP mixes per the latest edition of FDOT, Standard Specifications for Road and Bridge Construction. The asphaltic concrete should be compacted to an average field density of 93 percent of the laboratory maximum density determined from specific gravity (Gmm) methods, with an individual test tolerance of +2 percent and -1.2% of the design Gmm. Specific requirements for the SuperPave asphaltic concrete structural course are outlined in the latest edition of FDOT, Standard Specifications for Road and Bridge Construction. Note: If the Designer (or Contract Documents) limits compaction to the static mode only or lifts are placed one-inch thick, then the average field density should be 92 percent, with an individual test tolerance of + 3 percent, and -1.2% of the design Gmm. After placement and field compaction, the wearing surface should be cored to evaluate material thickness and density. Cores should be obtained at frequencies of at least one (1) core per 5,000 square feet of placed pavement, or a minimum of two (2) cores per day’s production. 10.2.5 Effects of Groundwater One of the most critical influences on the pavement performance in Central Florida is the relationship between the pavement base course and the seasonal high groundwater level. Sufficient separation will need to be maintained between the bottom of base course and the anticipated seasonal high groundwater level. We recommend that the seasonal high groundwater and the bottom of the base course be separated by at least 12 inches for RCA and soil-cement base courses, and at least 18 inches for a limerock base course. The separation should be confirmed by reviewing the final site grading and paving plan. If the separation is not provided by grading, the installation of underdrains will be required. 10.2.6 Landscape Underdrains In the event that landscape areas adjacent to the pavements include large mounds (>1 foot) of poorly draining organic topsoils or silty/clayey sands, we recommend that landscape drains be provided to protect the roadway against adverse effects from over-irrigation or excess rainfall. Poorly draining silty and clayey material causes the irrigation and rainwater to perch and migrate laterally into the pavement components, which eventually compromises the integrity of the pavement section. 10.3 CONCRETE “RIGID” PAVEMENTS Concrete pavement is a rigid pavement that transfers much lighter wheel loads to the subgrade soils than a flexible asphalt pavement; therefore, requiring less subgrade preparation. Concrete pavement is recommended in truck court areas, under the dumpster areas, and 10 feet in front of the trash enclosures, at a minimum. We recommend using the existing surficial sands or approved structural fill densified to at least 98 percent of Modified Proctor test maximum dry density (ASTM D 1557) without additional stabilization under concrete pavement, with the following stipulations: 1. Prior to placement of concrete, the subgrade soils should be prepared as recommended in the Site Preparation section of this report. 1725 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 10 2. The surface of the subgrade soils must be smooth, and any disturbances or wheel rutting corrected prior to placement of concrete. 3. The subgrade soils must be moistened prior to placement of concrete. 4. Concrete pavement thickness should be uniform throughout, with exception to the thickened edges (curb or footing). 5. The bottom of the pavement should be separated from the seasonal high groundwater level by at least 12 inches. Based on the results of the soil borings and review of the FDOT Rigid Pavement Design Manual, we recommend using the minimum design shown in Table V for concrete pavements. TABLE V MINIMUM CONCRETE PAVEMENT THICKNESSES Service Level Minimum Pavement Thickness Maximum Control Joint Spacing Recommended Saw Cut Depth Light Duty 6 inches 12 feet x 12 feet 2 inches Heavy Duty 7 inches 14 feet x 14 feet 2⅓ inches We recommend using concrete with a minimum 28-day compressive strength of at least 4,000 pounds per square inch. Layout of the Saw cut control joints should form square panels, and the depth of Saw cut joints should be ⅓ of the concrete slab thickness. We recommend allowing UES to review and comment on the final concrete pavement design, including section and joint details (type of joints, joint spacing, etc.), prior to the start of construction. For further details on concrete pavement construction, please reference the "Guide to Jointing of Non-Reinforced Concrete Pavements" published by the Florida Concrete and Products Association, Inc., and "Building Quality Concrete Parking Areas", published by the Portland Cement Association. Specimens to verify the compressive strength of the pavement concrete should be obtained for at least every 50 cubic yards, or at least once for each day’s placement, whichever is greater. 11.0 SITE PREPARATION We recommend normal, good practice site preparation procedures for the new construction areas. These procedures include: stripping/clearing of the site to remove existing vegetation, roots, topsoils, organics, debris, utility lines, etc. Following stripping, the exposed subgrade soils should be proof-rolled, and all subgrade and subsequent fill/backfill soils should be properly densified. A more detailed description of this work is presented in this section. 1. Prior to construction, existing underground utility lines within the construction areas should be located. It should be noted that if underground pipes are not properly removed or plugged, they may serve as conduits for subsurface erosion which may lead to excessive settlement of overlying structures. 1726 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 11 2. Perform any necessary remedial dewatering prior to any earthwork operations. Dewatering should be performed to a depth of at least 2 feet below the bottom of any excavations or compacted surface. 3. Strip the proposed construction limits of existing vegetation, topsoil, roots, organic soils, debris and other deleterious materials within and 5 feet beyond the perimeter of the new construction areas. Expect clearing and grubbing to depths of 6 to 12 inches. We strongly recommend that the stripped/excavated surfaces be observed and probed by representatives of UES. 4. Proof-roll the exposed subsurface soils under the observation of UES, to locate any soft areas of unsuitable soils, and to increase the density of the shallow loose fine sand soils. If deemed necessary by UES, in areas that continue to "yield", remove any deleterious materials and replace with a clean, compacted sand backfill. 5. After approval of the stripped surface, within the building areas, compact the upper 2 feet of the exposed subgrade soils (including the 5 feet margin) to at least 95 percent of the Modified Proctor test maximum dry density (ASTM D 1557). 6. Place fill/backfill as necessary. All fill should consist of clean sand with less than 10 percent soil fines and be free of organics, debris and other deleterious materials. Fill soils containing between 5 and 10 percent fines may require strict moisture control. Place fill in maximum 12-inch loose, uniform lifts and compact each lift at least 95 percent of the Modified Proctor maximum dry density. 7. Within the pavement areas, the upper 12 inches of subgrade beneath the base course or concrete slabs (sub-base) should be stabilized and compacted to at least 98 percent of the Modified Proctor maximum dry density. 8. Test the subgrade and each lift of fill for compaction at a frequency of not less than one test per 2,500 square feet in the building areas and 5,000 square feet of pavement areas, with a minimum of 4 tests in each area. 9. Prior to the placement of reinforcing steel and concrete, verify compaction within the footing trenches to a depth of 2 feet. We recommend testing every column footing and at least one test every 100 feet of wall footing, with a minimum of 4 tests per building. Re-compaction of the foundation excavation bearing level soils, if loosened by the excavation process, can typically be achieved by making several passes with a walk-behind vibratory sled or jumping jack. Stability of the compacted soils is essential and independent of compaction and density control. If the near surface soils or the structural fill experience “pumping” conditions, terminate all earthwork activities in that area. Pumping conditions occur when there is too much water present in the soil-water matrix. Earthwork activities are actually attempting to compact the water and not the soil. The disturbed soils should be dried in place by scarification and aeration prior to any additional earthwork activities. Vibrations produced during vibratory compaction operations at the site may be significantly noticeable within 100 feet and may cause distress to adjacent structures if not properly regulated. Provisions should be made to monitor these vibrations so that any necessary modifications in the compaction operations can be made in the field before potential damages occur. UES can provide vibration monitoring services to help document and evaluate the effects of the surface compaction 1727 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 12 operation on existing structures. It is recommended that large vibratory rollers remain a minimum of 50 feet from existing structures. Within this zone, the use of a static roller or small hand guided plate compactors is recommended. 12.0 STORMWATER DESIGN CONSIDERATIONS We understand that the project will include three (3) dry stormwater ponds and two (2) wet stormwater ponds, six (6) borings, designated P-01 through P-06 within the proposed pond areas, as shown on our attached boring location plan. Our recommended stormwater design parameters are shown below in Table VI on the following page. TABLE VI STORMWATER MANAGMENT DESIGN PARAMETERS Design Parameter Estimated Average Values Pond Pond 1 Pond 2 Pond 3 Pond 4 Pond 5 Relevant Boring Logs P-05/P-06 P-01 P-02 P-04 P-03 Depth to Base of Surficial Aquifer (bls)(el.) 41.5 37.5 38.5 N/A N/A Estimated Fillable Porosity of Surficial in-situ sands (percent) 20 20 20 N/A N/A Estimated Seasonal High Groundwater Depth (el.) 42 38.5 39 32.5 33 Estimated Average Wet Season Groundwater Depth. (el.) N/A N/A N/A 31.5 32 Estimated Seasonal Low Groundwater Depth. el.) N/A N/A N/A 28.5 29 Estimated Horizontal Saturated Hydraulic Conductivity of Surficial Aquifer (feet per day) 25 22 26 N/A N/A Estimated Vertical Unsaturated Hydraulic Conductivity of Surficial Aquifer (feet per day) 16 14 17 N/A N/A *Depth to base of surficial aquifer based on depth to hydraulically restrictive soil Please note that survey control was not provided at our boring locations at the time of this report. The estimated depths in Table VI are referenced to the existing ground surface at the time of our exploration. The actual infiltration rates from the stormwater retention pond may be influenced by pond geometry, natural soil variability, in-situ depositional characteristics and soil density, retention volumes, and groundwater mounding effects. Appropriate factors of safety should be incorporated into the design process. UES can provide a drawdown recovery analysis once the pond geometry and treatments volumes have been established. The stormwater pond bottoms and side slopes should be stabilized according to applicable Water Management District and local municipality guidelines. 13.0 DEWATERING AND EXCAVATION CONSIDERATIONS Depending upon the time of year construction commences and the depth of excavation required, some dewatering will likely be required for the successful construction of this project. Where excavations will extend only a few feet below the groundwater table, a sump pump may be sufficient to control the groundwater table. Deeper excavations may require well points and/or 1728 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 13 sock drains to control the groundwater table. Regardless of the method(s) used, we recommend drawing down the water level at least 2 feet below the bottom of the excavation. The actual method(s) of dewatering should be determined by the contractor. The design and discharge of the dewatering system must be performed in accordance with applicable regulatory criteria (i.e. water management district, etc.) and compliance with such criteria is the sole responsibility of the contractor. Excavations should be sloped as necessary to prevent slope failure and to allow backfilling. As a minimum, temporary excavations below 4-foot depth should be sloped in accordance with OSHA regulations. Where lateral confinement will not permit slopes to be laid back, the excavation should be shored in accordance with OSHA requirements. During excavation, excavated material should not be stockpiled at the top of the slope within a horizontal distance equal to the excavation depth. Provisions for maintaining workman safety within excavations is the sole responsibility of the contractor. 14.0 LIMITATIONS This report has been prepared for the exclusive use of Mattamy Homes and other designated members of their design/construction team associated with the proposed construction for the specific project discussed in this report. No other site or project facilities should be designed using the soil information contained in this report. As such, UES will not be responsible for the performance of any other site improvement designed using the data in this report. This report should not be relied upon for final design recommendations or professional opinions by unauthorized third parties without the expressed written consent of UES. Unauthorized third parties that rely upon the information contained herein without the expressed written consent of UES assume all risk and liability for such reliance. The recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the Boring Location Plan and from other information as referenced. This report does not reflect any variations which may occur between the boring locations. The nature and extent of such variations may not become evident until the course of construction. If variations become evident, it will then be necessary for a re-evaluation of the recommendations of this report after performing on-site observations during the construction period and noting the characteristics of the variations. Borings for a typical geotechnical report are widely spaced and generally not sufficient for reliably detecting the presence of isolated, anomalous surface or subsurface conditions, or reliably estimating unsuitable or suitable material quantities. Accordingly, UES does not recommend relying on our boring information for estimation of material quantities unless our contracted services specifically include sufficient exploration for such purpose(s) and within the report we so state that the level of exploration provided should be sufficient to detect anomalous conditions or estimate such quantities. Therefore, UES will not be responsible for any extrapolation or use of our data by others beyond the purpose(s) for which it is applicable or intended. All users of this report are cautioned that there was no requirement for UES to attempt to locate any man-made buried objects or identify any other potentially hazardous conditions that may exist at the site during the course of this exploration. Therefore, no attempt was made by UES to locate or identify such concerns. UES cannot be responsible for any buried man-made objects or environmental hazards which may be subsequently encountered during construction that are not discussed within the text of this report. We can provide this service if requested. 1729 Hickory Grove Townhomes UES Project No. 0130.2000262.0000 Seminole County, Florida UES Report No. 1887996 14 During the early stages of most construction projects, geotechnical issues not addressed in this report may arise. Because of the natural limitations inherent in working with the subsurface, it is not possible for a geotechnical engineer to predict and address all possible problems. Geotechnical Business Council (GBC) publication, "Important Information About This Geotechnical Engineering Report" appears in Appendix, and will help explain the nature of geotechnical issues. Further, we present documents in Appendix: Constraints and Restrictions, to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. * * * * * * * * * 1730 1731 APPROX. SITE LOCATION R.K.S. AS SHOWN A-1 U.S.G.S. SITE LOCATION MAP 0 SCALE (FT.) 2000 SOURCE: USGS QUADRANGLE MAP OF "CASSELBERRY, FLORIDA". 7 - 23 - 21 0130.2100262.0000 GEOTECHNICAL EXPLORATION SEMINOLE COUNTY, FLORIDA 21-0407-01HICKORY GROVE TOWNHOMES 1732 1733 P-04P-03P-02P-05P-06P-01B-07B-09B-08B-11B-12B-10B-01B-03B-04B-02B-05B-06GEOTECHNICAL EXPLORATION SEMINOLE COUNTY, FLORIDA SOIL BORING LOCATION PLAN MATTAMY HOMES R.K.S.7 - 23 - 21 AS SHOWN0SCALE (FT.)150HICKORY GROVES TOWNHOMES B-121-0407-01 THIS DRAWING CREATED USING PLAN PROVIDED BY CLIENT.0130.2100262.0000APPROX. STANDARD PENETRATION TESTLEGENDBORING LOCATION PERFORMED 7/15/21 & 7/16/21PREVIOUS STANDARD PENETRATION TESTBORING LOCATION PERFORMED 11/17/20 & 11/18/20PREVIOUS STANDARD PENETRATION TESTBORING LOCATION PERFORMED 9/20/181734 6 3 11 7 22 3-6-9 8-7-8 7-4-5 5-3-4 2-2-3 3-4-4 13-17-17 13-18-10 6-9-9 15 15 9 7 5 8 34 28 18 Medium dense brown fine SAND with silt [SP-SM] Loose orange brown fine SAND [SP] -- shade lighter -- brown Loose dark brown to gray brown silty fine SAND [SM] Dense dark brown fine SAND [SP] Dense dark brown silty fine SAND [SM] -- medium dense, gray brown BORING TERMINATED AT 25.0 FT. 7/16/21 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 9.0 7/16/21 8.0 7/16/21 EST. SHGWT (ft): MATTAMY HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11732.GPJ1 of 1 0 5 10 15 20 25 30 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.1 0130.2100262.0000 (%) MC (%) ATTERBERG LIMITS LL PI GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS P-01 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1887996 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1735 4 25 7 17 26 2-1-1 2-2-3 3-2-3 7-6-7 6-7-8 8-10-12 4-4-5 6-7-10 3-4-6 2 5 5 13 15 22 9 17 10 Very loose light brown fine SAND [SP] -- loose Medium dense gray orange brown clayey fine SAND [SC] Stiff gray orange brown sandy CLAY [CL] -- very stiff Loose gray brown silty fine SAND [SM] -- medium dense, shade lighter Stiff gray brown CLAY with orange seams [CL] BORING TERMINATED AT 25.0 FT. 7/16/21 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED, SHGWT REPRESENTS POTENTIAL PERCHED GROUNDWATER CONDITION N.S. > 10.0 7/16/21 5.0 7/16/21 EST. SHGWT (ft): MATTAMY HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11732.GPJ1 of 1 0 5 10 15 20 25 30 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.2 0130.2100262.0000 (%) MC (%) ATTERBERG LIMITS LL PI GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS P-02 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1887996 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1736 6 93 9 43 21 5-3-3 3-2-2 2-2-3 2-2-2 4-5-4 3-5-5 7-4-3 6-5-5 9-15-16 6 4 5 4 9 10 7 10 31 Loose gray brown fine SAND with silt [SP-SM] -- very loose Loose gray brown silty fine SAND [SM] -- very loose -- loose Firm gray green sandy CLAY [CL] -- stiff Dense gray green silty fine SAND, trace of shell [SM] BORING TERMINATED AT 25.0 FT. 7/15/21 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 4.0 7/15/21 3.0 7/15/21 EST. SHGWT (ft): MATTAMY HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11732.GPJ1 of 1 0 5 10 15 20 25 30 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.3 0130.2100262.0000 (%) MC (%) ATTERBERG LIMITS LL PI GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS P-03 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1887996 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1737 6 5 21 18 22 6-10-14 13-8-6 3-2-2 3-2-2 1-1-1 2-2-3 9-6-2 7-9-14 11-15-18 24 14 4 4 2 5 8 23 33 Medium dense dark gray brown fine SAND with silt [SP-SM] -- gray brown -- very loose, brown Very loose gray fine SAND [SP] -- loose -- gray green -- medium dense -- dense BORING TERMINATED AT 25.0 FT. 7/15/21 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 5.0 7/15/21 3.0 7/15/21 EST. SHGWT (ft): MATTAMY HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11732.GPJ1 of 1 0 5 10 15 20 25 30 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.4 0130.2100262.0000 (%) MC (%) ATTERBERG LIMITS LL PI GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS P-04 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1887996 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1738 4 5 7 9 25 3-3-3 2-2-2 2-1-2 2-1-2 2-1-2 2-2-2 7-8-10 6-8-8 6-5-5 6 4 3 3 3 4 18 16 10 Loose orange brown fine SAND [SP] -- very loose, light orange brown -- light brown Very loose light brown silty fine SAND [SM] -- medium dense -- loose BORING TERMINATED AT 25.0 FT. 7/16/21 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED N.S. 9.0 7/16/21 8.0 7/16/21 EST. SHGWT (ft): MATTAMY HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11732.GPJ1 of 1 0 5 10 15 20 25 30 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.5 0130.2100262.0000 (%) MC (%) ATTERBERG LIMITS LL PI GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS P-05 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1887996 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1739 21 21 17 20 6 3-2-4 2-2-2 3-2-3 2-3-4 6-6-7 4-4-4 5-6-6 5-5-8 3-3-4 6 4 5 7 13 8 12 13 7 Loose mixed brown fine SAND [SP] -- very loose, orange brown -- loose Loose dense gray light brown silty fine SAND [SM] -- medium dense -- loose -- medium dense Loose gray & light green to brown clayey fine SAND [SC] BORING TERMINATED AT 25.0 FT. 7/16/21 ORL - JB/NR ASTM D 1586 CLIENT: LOCATION: REMARKS: G.S. ELEVATION (ft): WATER TABLE (ft): DATE OF READING: DATE STARTED: DATE FINISHED: DRILLED BY: TYPE OF SAMPLING: SEE BORING LOCATION PLAN SHGWT = SEASONAL HIGH GROUNDWATER TABLE, N.S. = NOT SURVEYED, SHGWT REPRESENTS POTENTIAL PERCHED GROUNDWATER CONDITION N.S. 9.0 7/16/21 5.0 7/16/21 EST. SHGWT (ft): MATTAMY HOMES (FT/ DAY) SEMINOLE COUNTY, FLORIDA W-11732.GPJ1 of 1 0 5 10 15 20 25 30 W.T. S Y M B O L DESCRIPTION -200 UNIVERSAL ENGINEERING SCIENCES B-2.6 0130.2100262.0000 (%) MC (%) ATTERBERG LIMITS LL PI GEOTECHNICAL EXPLORATION HICKORY GROVE TOWNHOMES PROJECT:SHEET: SECTION: TOWNSHIP: RANGE: DEPTH K (FT.) S A M P L E BLOWS P-06 INCREMENT BORING LOG PER 6" PROJECT NO.: REPORT NO.: PAGE: 1887996 BORING I.D.: N BLOWS / FT ORG. CONT. (%) 1740 30 [GP-GC] GRAVELS WITH CLAY POORLY-GRADED [GP-GM] GRAVELS WITH SILT POORLY-GRADED GRAVELS [GP] Silty or Clayey Sand SILTY CLAYEY SANDS POORLY-GRADED 50 CL/OL [SC-SM] 40 CL-ML PLASTICITY CHART CLAYEY GRAVELS [GM] SILTY GRAVELS 80706050 LIQUID LIMIT or Gravel [SM,SC,GM,GC] 20 0 10090 POORLY-GRADED GRAVELS [GW] WELL-GRADED 20PLASTICITY INDEX% PASSING NO.200 SIEVE12 or Clay [SP-SM,SP-SC] Sand or Gravel with Silt 5 Sand or Gravel [SP,SW,GP,GW] [GC] 10 85 [ML,CL-ML,CL,MH,CH,OL,OH] Sandy or Gravelly Silt or Clay 40 30 0 ORGANIC SILTS/CLAYS POORLY-GRADED SANDS [SP] B-3 PEAT, HUMUS, SWAMP SOILS PLASTICITY [OH]** MEDIUM TO HIGH ORGANIC SILTS/CLAYS PLASTICITY [CH] INORGANIC CLAYS HIGH PLASTICITY [MH] CONSISTENCY LOW PLASTICITY [OL]** PLASTICITY [CL] LOW TO MEDIUM ENCOUNTERED WATER TABLE VERY DENSE - more than 50 Blows/ft. DENSE - 31 to 50 Blows/ft. MEDIUM DENSE - 11 to 30 Blows/ft. LOOSE - 5 to 10 Blows/ft. VERY LOOSE - 0 to 4 Blows/ft. (SILT AND CLAY) INORGANIC SILTS HIGH SOFT - 3 to 4 Blows/ft. WOR AND/OR HAMMER PERCENT PASSING NO. 200 SIEVE MOISTURE CONTENT, %MC -200 MISCELLANEOUS SYMBOLS ESTIMATED SEASONAL HIGH WATER TABLE HARD - more than 30 Blows/ft. VERY STIFF - 17 to 30 Blows/ft. SANDS WITH SILT FIRM - 5 to 8 Blows/ft. VERY SOFT - 0 to 2 Blows/ft. [SC] CLAYEY SANDS [SM] SILTY SANDS [SP-SC] SANDS WITH CLAY POORLY-GRADED RELATIVE DENSITY STIFF - 9 to 16 Blows/ft. SCIENCES, INC. 50 10 60 70 [ML,CL-ML,CL,MH,CH,OL,OH] (SAND AND GRAVEL) SLIGHT PLASTICITY 100 [ML,CL-ML,CL,MH,CH,OL,OH] Silt or Clay ENGINEERING UNIVERSAL CH/OH MH/OH ML/OL * IN ACCORDANCE WITH ASTM D 2487 - UNIFIED SOIL CLASSIFICATION SYSTEM. Silt or Clay with Sand or Gravel CONTENTS [PT]** ** LOCALLY MAY BE KNOWN AS MUCK. [SP-SM] 0 GROUP NAME AND SYMBOL KEY TO BORING LOGS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS INORGANIC SILTS WITH HIGH ORGANIC HIGHLY ORGANIC SOILSFINE GRAINED SOILSCOARSE GRAINED SOILS INORGANIC CLAYS [CL-ML] LOW PLASTICITY INORGANIC SILTY CLAY [ML] SPOON ADVANCES DUE TO WEIGHT OF RODS SOIL CLASSIFICATION CHART* 1741 August 18, 2021 Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, FL 32751 Attention: Dustin McGlinchey, Land Development Manager Dustin.McGlinchey@mattamycorp.com Reference: Berm Stability Analysis Hickory Grove Townhomes Winter Springs, Seminole County, Florida UES Project No.: 0130.2100262.0000 UES Report No. 1893181 Dear Mr. McGlinchey: At the request of Madden, Moorhead & Stokes, Inc. (MADDEN), Universal Engineering Sciences, LLC. (UES) has completed the pond berm stability analysis for the stormwater pond at the above referenced project located in Osceola County, Florida. Our understanding of the project, along with the results of our berm stability analyses are presented within this report. PROJECT UNDERSTANDING UES understands that the berm stability analysis is required for this project. MADDEN provided UES with a representative cross-section of the pond berm for the slope stability analysis. UES has previously completed a final geotechnical exploration (UES Report No.: 1887996 dated August 2, 2021) for this site. UES relied upon the previously performed field and laboratory work to perform the requested analyses. Our scope of work did not include performing supplemental field and laboratory testing services at this time. Should any of the above information or assumptions made by UES be inconsistent with the planned development and construction, we request that you contact us immediately to allow us the opportunity to review and possibly modify the results of our analyses and recommendations presented within this report, if needed. POND BERM STABILITY ANALYSIS We used the commercial software program "Slide 2018" for the berm stability analysis of the proposed pond. Slide 2018 is a two-dimensional, limit equilibrium slope stability analysis program. The site geometry for the subject pond used in our stability analysis was supplied to us by MADDEN (Sheet C401 & C402 and C904 & C905 dated March 12, 2021). The soil parameters were selected based on the results of our previous geotechnical exploration (boring B-02, B-05, and B-06 performed September 20, 2018, and P-01 through P-06 performed on July 15 &16, 2021). 1742 Berm Stability Analysis Sunbridge NED – Hickory Grove Townhomes UES Project No. 0130.2100262.0000 UES Report No. 1893181 Page 2 of 3 Pages We analyzed the critical sections of the pond side slopes/berms under design conditions. In addition, a surcharge load of 250 psf was applied to the top of the berms to simulate maintenance vehicle loads, where applicable. Our results are based on the assumption that the pond/berms are constructed in accordance with project specifications. The results of our analyses are summarized in Table I. TABLE I STABILITY ANALYSIS RESULTS Berm Location Min Factor of Safety Against Rotation Pond 1, 2, and 3 (at seasonal high groundwater table) 1.58 Pond 4 and 5 (at seasonal high groundwater table) 5.29 Pond C-1 (de-watered 2 feet below pond bottom elevation) 2.15 A minimum factor of safety of 1.3 is generally accepted by industry standards. Therefore, based on our analysis, it is our opinion that the proposed Stormwater pond slopes/berms that were analyzed properly constructed in accordance with project specifications should be stable against rotational failure. GENERAL POND BERM CONSTRUCTION RECOMMENDATIONS We recommend normal, good practice site preparation procedures for the construction of the pond slopes and berms. Our recommendations for pond/berm construction are as follows: 1.Perform remedial dewatering prior to any earthwork operations. The water level should be lowered to at least 2 feet below bottom of excavation. 2.Strip the proposed stormwater management area berm construction limits of all grass, roots, vegetation, topsoil, muck and other deleterious materials within and 5 feet beyond the pond perimeter and the berm footprint. 3.Perform final grading of the pond to dimensions and elevations specified in the project plans. During final excavation and grading, any organic soil or other undesirable materials should be removed. 4.Prior to placing fill, proof-roll the pond berm area to locate any soft areas of unsuitable soils, and to increase the density of the loose surficial soils. If deemed necessary by UES, in areas that continue to "yield", remove any deleterious materials and replace with a clean, compacted select backfill. 5.Pond berm fill should consist of clean sand with less than 12 percent soil fines and be free of organics, debris and other deleterious materials. Place fill in maximum 12-inch uniform lifts compacted to a minimum density of at least 95 percent of the Modified Proctor maximum dry density (ASTM D1557). 6.Following completion of final grading and berm construction, the pond side slopes should be sodded or stabilized according to applicable municipality and Water Management District guidelines. 1743 1744 1745 W 250.00 lbs/ft2Min FSMethod Name1.58Bishop simplifiedPhi (deg)Cohesion (psf)Sat. Unit Weight (lbs/ft3)Unit Weight (lbs/ft3)ColorMaterial Name280118110Fill fine SAND [SP]290113105Medium dense fine SAND with silt [SP‐SM]290113105Loose fine SAND [SP]290113105Loose silty fine SAND [SM]360123115Dense fine SAND [SP]320118110Dense silty fine SAND [SM]Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+60504030405060708090100Performed by:Berm: For:J.B.Berm Stability Analysis - Pond 1, 2 ,& 3 Mattamy HomesHickory Grove Townhomes Date: 8/18/2021Project Number:0130.2100262.0000Reprot Number:18931811746 W 250.00 lbs/ft2Phi (deg)Cohesion (psf)Sat. Unit Weight (lbs/ft3)Unit Weight (lbs/ft3)ColorMaterial Name280118110Fill fine SAND [SP]290113105Very loose to medium dense fine SAND [SP]290113105Loose gray fine SAND with silt [SP‐SM]290113105Loose clayey fine SAND [SC]360123115Dense silty fine SAND [SM]Min FSMethod Name5.29Bishop simplifiedSafety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+5040302010708090100110120130140150Performed by:J.B.Berm: Berm Stability Analysis - Pond 4 & 5For:Mattamy HomesHickory Grove Townhomes Date: 8/18/2021Project Number:0130.2100262.0000Reprot Number:18931811747 W 250.00 lbs/ft2Phi (deg)Cohesion (psf)Sat. Unit Weight (lbs/ft3)Unit Weight (lbs/ft3)ColorMaterial Name280118110Fill fine SAND [SP]290113105Very loose to medium dense fine SAND [SP]290113105Loose gray fine SAND with silt [SP‐SM]290113105Loose clayey fine SAND [SC]360123115Dense silty fine SAND [SM]Min FSMethod Name2.13Bishop simplifiedSafety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+5040302010708090100110120130140150Performed by:Berm: For:J.B.Berm Stability Analysis - Pond 4 & 5 (de-watered 2') Mattamy HomesHickory Grove Townhomes Date: 8/18/2021Project Number:0130.2100262.0000Reprot Number:18931811748 August 18, 2021 REVISED: September 16, 2021 Mattamy Homes 2450 Maitland Center Parkway, Suite 300 Maitland, FL 32751 Attention: Dustin McGlinchey, Land Development Manager Dustin.McGlinchey@mattamycorp.com Reference: Roadway Underdrain Evaluation Hickory Grove Townhomes Winter Springs, Seminole County, Florida UES Project No.: 0130.2100262.0000 UES Document No.: 1893234 Dear Mr. Marlow: As requested by Madden, Moorhead & Stokes, Inc. (MADDEN), Universal Engineering Sciences, LLC (UES) has completed the roadway underdrain evaluation for the above- referenced project located in Seminole County, Florida. Our findings, together with our assumptions and conclusions, are presented in the following paragraphs. 1.0 PROJECT DESCRIPTION The proposed project consists of a new roadway from the Bear Springs Drive and Tuskawilla Road with four (4) alleyways located in Seminole County, Florida. UES was requested to perform pavement underdrain analysis at the new roadway and alleyways. UES has previously issued a geotechnical exploration report for this project (UES Report 1887196 dated August 2, 2021). The results of this previous exploration were used for this analysis. 2.0 ROADWAY UNDERDRAIN EVALUATION We have reviewed the electronic versions of the plan and profiles provided to us dated March 12, 2021 by MADDEN for our roadway underdrain evaluation. For this project, we recommend that the bottom of the base course and the seasonal high groundwater table be separated by at least 12 inches, in accordance with Seminole County Standards. If this separation in not met by grading, roadway underdrains would be required. Based on the Boundary & Topographic Survey by Accuright Surveys of Orlando, Inc. (ACCURIGHT) dated November 3, 2020 (Sheet 1 through 5) and Grading Plan (Sheet C401 and C402) and Plan and Profile (Sheet C601 through C605) by MADDEN, a comparison was made between the finished pavement grades and the estimated seasonal high groundwater elevation at each of our boring locations. Please note that the actual standard penetration test (SPT) boring locations were not surveyed; the SPT boring existing grade elevations were assumed based on the provided topographic survey. 1749 1750 S100 SITE PLAN & GENERAL NOTES1751 S101 KEYSTONE WALL SECTIONS1752 ” ” ” S102 KEYSTONE WALL SPECIFICATIONS1753 Compac III Unit - Near Vertical Setback Reinforced Soil Retained Soil Typical Reinforced Wall Section Foundation Soil Design Height8" Min. Low Permeable Soil 24" Grid Depth Keystone Cap Unit Keystone Compac III Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad Approximate Limits of Excavation 4" Perforated PVC Drainage Tile Note: When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. Geogrid Reinf. 1/8" - 1/4" 8" Fence (By Others) Compac III Unit - Near Vertical Setback Reinforced Soil Retained Soil Typical Reinforced Tiered Wall Section Foundation Soil Design HeightReinforced Soil Design Height8" Min. Low Permeable Soil Unreinforced Concrete or Crushed Stone Leveling Pad 24" Keystone Cap Unit Keystone Compac III Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) 24" Keystone Cap Unit Keystone Compac III Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) Unreinforced Concrete or Crushed Stone Leveling Pad Finished Grade Finished Grade 8" Min. Low Permeable Soil Grid Depth 4" Perforated PVC Drainage Tile Approximate Limits of Excavation Note: When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. Grid Depth Geogrid Reinf. 1/8" - 1/4" 8" Geogrid Reinf. 1/8" - 1/4" 8" Fence (By Others) Compac III Unit 8" Depth: Height: 12" Width:18" Weight:71 lbs Limits Excavation Compac III Unit/Base Pad Isometric Section View Cap Unit Weight: Height: Depth: Width: 45 lbs 18" 10 1/2" 4" Leveling Pad 6" Crushed Rock or Unreinforced Concrete Dimensions & Weight May Vary by Region Base Leveling Pad Notes: 1. The leveling pad is to be constructed of crushed stone or 2,000 psi± unreinforced concrete 2.The base foundation is to be approved by the site geotechnical engineer prior to placement of the leveling pad. Unit Face Compac III Unit - 1" Setback Reinforced Soil Retained Soil Typical Reinforced Wall Section Foundation Soil Design HeightKeystone Cap Unit Keystone Compac III Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad Approximate Limits of Excavation 4" Perforated PVC Drainage Tile Grid Depth 1" - 1 1/4" 8" Note: When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. 24" Geogrid Reinf. 8" Min. Low Permeable Soil Fence (By Others) Geogrid Installation on Curves H / 2 H / 2 Note: 1. Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. 3" of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.) Place Additional Pieces of Geogrid When Angle Exceeds 20° Drainage Fill20°Additional Drainage Fill Extend Wall Height / 2 Geogrid Installation at Corners Note: 1. Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. 2. Corner units recommended for outside corners. Availability May Vary. H / 2 H / 2 Additional Drainage Fill Extend Wall Height / 2 3" of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.)Additional Geogrid Overlap Extend Wall Height / 4 Drainage Fill H / 4 H / 4 Section Leveling Pad Detail W6" W + 12" Note: 1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete. 1/2" x 5 1/4" Fiberglass Pins Front Face 8" or 16" Wall Step Excavation Limits 6" Leveling Pad Excavation Limits 6" Leveling Pad Excavation Limits 6" Leveling Pad 12'' ±18''8''Compac III Unit Compac III Elevation Compac III Plan Cap Unit Elevation Cap Unit Plan Grid & Pin Connection Universal Cap Unit Option Dimensions & Availability Will Vary by Region Dimensions May Vary by Region 18" / 12"4''18''10 1/2" ±12'' Geogrid is to be Placed on Level Backfill and Extended Over the Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. Stake as required.Strength DirectionCap Unit Elevation Cap Unit Plan4''18''10 1/2" ±3-Plane Split Cap Unit Option Dimensions & Availability Will Vary by Region 18" Top of Wall Steps (2) - 4" Cap Units or (1) - 8" Cap Unit Note: 1. Secure all cap units with Keystone Kapseal or equal. 8" Keystone Unit 4" Cap Unit Copyright 2010 Keystone Retaining Wall Systems S103 KEYSTONE COMPAC III STANDARD DETAILSStandard Unit - 1" Setback Keystone Compac III Unit Keystone 4" Cap Unit Place Post in Center of Unit Void 1'-4" Min.ConcreteCore drill to a depth of 5" (min.) & Grout Post in Place Steel Fence or Railing Fence Plan Detail Fence SectionDetail 1754 David A. Stokes, P.E. #66527 Certificate of Authorization No. CA-0007723 Documents included herein which have been prepared by professionals other than Madden, Moorhead, and Stokes, Inc. are not covered under the above registered engineer’s signature and seal Hickory Grove Townhomes Water Main Report Prepared by: Madden, Moorhead and Stokes, LLC. 431 East Horatio Avenue, Suite 260 Maitland, FL 32751 (407) 629-8330 March, 2021 Revised December 2021 1755 APPENDIX A Potable Water Demand and Needed Fire Flow Demand Summaries B Water Main Schematic C Needed Fire Flow plus Max Day Flow WaterCAD Hydraulic Analysis D Peak Hour Flow WaterCAD Hydraulic Analysis E HGL Calculations WATER MAIN ANALYSIS The proposed development consists of 132 single family residential units. The proposed water main will connect to the existing 8” water main along the property boundary. The fire flow pressures are assumed to be 50psi. The water main has been modeled under two conditions: (1) needed fire flow (NFF) per NFPA of 2,500 gpm plus max day flow, and (2) peak hour flow. The model analyses presented in Appendices C and D demonstrate minimum system pressures greater than 20 psi for the needed fire flow plus max day condition. CITY OF WINTER SPRINGS CONSUMPTIVE USE PERMIT The irrigation will be sourced from well water (and permitted separately with the WMD) and will not include source water that is allocated under the City's current Consumptive Use Permit (CUP) (Application No. 2-117-8238-6). The irrigation Demand for Hickory Groves is as follows: Irrigatable area = 5.15 ac Gallons per week (1” per irrigation per week) = 139,843 gallons per week Gallons per Year = 7,271,840 gallons per year = 19,923 gallons per day The City’s CUP annual average allocation is 1.35 mgd of surface/reclaimed water for urban landscape irrigation use. The proposed project is 1.48% of the average annual allocation. 1756 Appendix A Potable Water Demand and Needed Fire Flow Demand Summaries 1757 Hickory Grove Townhomes POTABLE WATER DEMANDS TYPE DEMAND  PER UNIT  (GPD) # OF  UNITS DEMAND  TOTAL  (GPD) Hickory Grove Townhomes 350.00 132 46200 0 0 132 46200 FLOW SUMMARY AVG DAILY 46200 GPD 32.08 GPM MAX DAY (x2) 92400 GPD 64.17 GPM PEAK HOUR (x4) 184800 GPD 128.33 GPM 1758 Hickory Grove Townhomes NEEDED FIRE FLOW DEMANDS Type B Building = 15,376SF Needed Fire Flow  = 2,500 GPM Needed Fire Flow per NFPA = 2,500 GPM Max Day Demand = 64.17 GPM TOTAL NFF + MAX DAY DEMAND = 2,564.17 GPM Needed fire flow for single family dwellings shall be as follows: homes 5,000SF or less shall provide  1,000 GPM for 1 hour, homes exceeding 5,000 SF shall provide fire flow in accordance with Table  18.4.5.1.2 of NFPQ 1 (FFPC 2012). 1759 Appendix B Water Main Schematic 1760 Scenario: MDF-NFFTitle: Beltway Commerce Center - Potable Designh:\data\20071\utilities\20071-nff.wcd03/10/21 10:10:45 AMMadden Engineering, Inc.© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666Project Engineer: David Stokes, P.E.WaterCAD v6.5 [6.5120]Page 1 of 1P-22 P-21P-20 P-19P-18P-17P-16P-15P-14P-13P-12P-11 P-10 P-9P-8P-7P-6P-5P-4P-3 P-2P-18.0<=6.0<=Link: Diameter (in)Color Coding LegendR-1J-1J-9J-13J-4J-8J-7J-2J-14R-2J-5J-12J-11J-3J-16J-6J-15J-10J-01761 Appendix C Needed Fire Flow plus Max Day Flow WaterCAD Hydraulic Analysis 1762 Scenario: MDF-NFF Steady State Analysis Junction Report Title: Beltway Commerce Center - Potable Design h:\data\20071\utilities\20071-nff.wcd 03/10/21 10:10:04 AM Madden Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: David Stokes, P.E. WaterCAD v6.5 [6.5120] Page 1 of 1 Label Type Base Flow (gpm) Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) Pressure (psi) Elevation (ft) J-0 Demand 0.00 0.00 147.40 48.63 35.00 J-1 Demand 4.02 4.02 145.14 47.44 35.50 J-2 Demand 4.01 4.01 142.02 43.49 41.50 J-3 Demand 4.01 4.01 141.16 41.60 45.00 J-4 Demand 4.01 4.01 140.60 40.93 46.00 J-5 Demand 4.01 4.01 139.11 39.85 47.00 J-6 Demand 4.01 4.01 137.40 39.11 47.00 J-7 Demand 4.01 4.01 134.64 37.92 47.00 J-8 Demand 4.01 4.01 134.53 37.96 46.80 J-9 Demand 4.01 4.01 134.48 37.96 46.75 J-10 Demand 1,254.01 1,254.01 127.82 35.08 46.75 J-11 Demand 4.01 4.01 128.12 35.31 46.50 J-12 Demand 4.01 4.01 131.39 36.62 46.75 J-13 Demand 1,254.01 1,254.01 127.22 34.49 47.50 J-14 Demand 4.01 4.01 130.87 36.29 47.00 J-15 Demand 4.01 4.01 130.87 36.07 47.50 J-16 Demand 4.01 4.01 138.56 39.83 46.50 1763 Scenario: MDF-NFF Steady State Analysis Pipe Report Title: Beltway Commerce Center - Potable Design h:\data\20071\utilities\20071-nff.wcd 03/10/21 10:10:15 AM Madden Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: David Stokes, P.E. WaterCAD v6.5 [6.5120] Page 1 of 1 Label Diameter (in) Length (ft) Material Start Node Stop Node Hazen- Williams C Upstream Calculated Pressure (psi) Downstream Calculated Pressure (psi) Velocity (ft/s) Pressure Pipe Headloss (ft) P-1 8.0 89.00 PVC R-2 J-16 120.0 0.00 39.83 10.94 8.84 P-2 8.0 500.00 PVC J-16 J-14 120.0 39.83 36.29 5.06 7.69 P-3 8.0 216.00 PVC J-14 J-13 120.0 36.29 34.49 5.01 3.72 P-4 8.0 123.00 PVC J-13 J-11 120.0 34.49 35.31 2.99 0.93 P-5 8.0 239.00 PVC J-11 J-10 120.0 35.31 35.08 1.24 0.29 P-6 8.0 222.00 PVC J-10 J-9 120.0 35.08 37.96 6.76 6.66 P-7 8.0 167.00 PVC J-9 J-16 120.0 37.96 39.83 5.86 4.08 P-8 8.0 32.00 PVC J-9 J-8 120.0 37.96 37.96 0.94 0.05 P-9 8.0 130.00 PVC J-8 J-7 120.0 37.96 37.92 0.96 0.11 P-10 8.0 128.00 PVC J-7 J-6 120.0 37.92 39.11 5.27 2.76 P-11 8.0 56.00 PVC J-6 J-5 120.0 39.11 39.85 5.29 1.71 P-12 8.0 346.00 PVC J-5 J-3 120.0 39.85 41.60 2.97 2.05 P-13 8.0 111.00 PVC J-3 J-2 120.0 41.60 43.49 2.99 0.86 P-14 8.0 143.00 PVC J-2 J-1 120.0 43.49 47.44 5.40 3.12 P-15 8.0 86.00 PVC J-1 R-1 120.0 47.44 0.00 5.42 2.26 P-16 6.0 363.00 PVC J-2 J-4 120.0 43.49 40.93 2.38 1.41 P-17 6.0 394.00 PVC J-4 J-5 120.0 40.93 39.85 2.35 1.49 P-18 6.0 271.00 PVC J-11 J-12 120.0 35.31 36.62 4.26 3.27 P-19 6.0 265.00 PVC J-12 J-7 120.0 36.62 37.92 4.28 3.25 P-20 6.0 46.00 PVC J-15 J-14 120.0 36.07 36.29 0.03 0.00 P-21 8.0 810.00 PVC R-2 J-0 120.0 0.00 48.63 0.02 0.00 P-22 8.0 509.00 PVC J-0 R-1 120.0 48.63 0.00 0.02 0.00 1764 Scenario: MDF-NFF Steady State Analysis Reservoir Report Title: Beltway Commerce Center - Potable Design h:\data\20071\utilities\20071-nff.wcd 03/10/21 10:10:26 AM Madden Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: David Stokes, P.E. WaterCAD v6.5 [6.5120] Page 1 of 1 Label Elevation (ft) Outflow (gpm) Calculated Hydraulic Grade (ft) Description R-1 147.40 846.25 147.40 R-2 147.40 1,717.92 147.40 1765 Appendix D Peak Hour Flow WaterCAD Hydraulic Analysis 1766 Scenario: PHF Steady State Analysis Pipe Report Title: Beltway Commerce Center - Potable Design h:\data\20071\utilities\20071-phf.wcd 03/10/21 10:12:59 AM Madden Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: David Stokes, P.E. WaterCAD v6.5 [6.5120] Page 1 of 1 Label Diameter (in) Length (ft) Material Start Node Stop Node Hazen- Williams C Upstream Calculated Pressure (psi) Downstream Calculated Pressure (psi) Velocity (ft/s) Pressure Pipe Headloss (ft) P-1 8.0 89.00 PVC R-2 J-16 120.0 0.00 43.65 0.47 0.02 P-2 8.0 500.00 PVC J-16 J-14 120.0 43.65 43.42 0.17 0.01 P-3 8.0 216.00 PVC J-14 J-13 120.0 43.42 43.21 0.06 0.00 P-4 8.0 123.00 PVC J-13 J-11 120.0 43.21 43.64 0.01 0.00 P-5 8.0 239.00 PVC J-11 J-10 120.0 43.64 43.53 0.05 0.00 P-6 8.0 222.00 PVC J-10 J-9 120.0 43.53 43.53 0.10 0.00 P-7 8.0 167.00 PVC J-9 J-16 120.0 43.53 43.65 0.26 0.01 P-8 8.0 32.00 PVC J-9 J-8 120.0 43.53 43.51 0.11 0.00 P-9 8.0 130.00 PVC J-8 J-7 120.0 43.51 43.42 0.05 0.00 P-10 8.0 128.00 PVC J-7 J-6 120.0 43.42 43.42 0.04 0.00 P-11 8.0 56.00 PVC J-6 J-5 120.0 43.42 43.42 0.09 0.00 P-12 8.0 346.00 PVC J-5 J-3 120.0 43.42 44.29 0.12 0.01 P-13 8.0 111.00 PVC J-3 J-2 120.0 44.29 45.81 0.17 0.00 P-14 8.0 143.00 PVC J-2 J-1 120.0 45.81 48.41 0.29 0.01 P-15 8.0 86.00 PVC J-1 R-1 120.0 48.41 0.00 0.35 0.01 P-16 6.0 363.00 PVC J-2 J-4 120.0 45.81 43.86 0.13 0.01 P-17 6.0 394.00 PVC J-4 J-5 120.0 43.86 43.42 0.04 0.00 P-18 6.0 271.00 PVC J-11 J-12 120.0 43.64 43.53 0.02 0.00 P-19 6.0 265.00 PVC J-12 J-7 120.0 43.53 43.42 0.07 0.00 P-20 6.0 46.00 PVC J-15 J-14 120.0 43.21 43.42 0.09 0.00 P-21 8.0 810.00 PVC R-2 J-0 120.0 0.00 48.63 0.00 0.00 P-22 8.0 509.00 PVC J-0 R-1 120.0 48.63 0.00 0.00 0.00 1767 Scenario: PHF Steady State Analysis Junction Report Title: Beltway Commerce Center - Potable Design h:\data\20071\utilities\20071-phf.wcd 03/10/21 10:12:46 AM Madden Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: David Stokes, P.E. WaterCAD v6.5 [6.5120] Page 1 of 1 Label Type Base Flow (gpm) Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) Pressure (psi) Elevation (ft) J-0 Demand 0.00 0.00 147.40 48.63 35.00 J-1 Demand 8.03 8.03 147.39 48.41 35.50 J-2 Demand 8.02 8.02 147.38 45.81 41.50 J-3 Demand 8.02 8.02 147.37 44.29 45.00 J-4 Demand 8.02 8.02 147.37 43.86 46.00 J-5 Demand 8.02 8.02 147.37 43.42 47.00 J-6 Demand 8.02 8.02 147.37 43.42 47.00 J-7 Demand 8.02 8.02 147.37 43.42 47.00 J-8 Demand 8.02 8.02 147.37 43.51 46.80 J-9 Demand 8.02 8.02 147.37 43.53 46.75 J-10 Demand 8.02 8.02 147.36 43.53 46.75 J-11 Demand 8.02 8.02 147.36 43.64 46.50 J-12 Demand 8.02 8.02 147.36 43.53 46.75 J-13 Demand 8.02 8.02 147.36 43.21 47.50 J-14 Demand 8.02 8.02 147.36 43.42 47.00 J-15 Demand 8.02 8.02 147.36 43.21 47.50 J-16 Demand 8.02 8.02 147.38 43.65 46.50 1768 Scenario: PHF Steady State Analysis Reservoir Report Title: Beltway Commerce Center - Potable Design h:\data\20071\utilities\20071-phf.wcd 03/10/21 10:13:14 AM Madden Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: David Stokes, P.E. WaterCAD v6.5 [6.5120] Page 1 of 1 Label Elevation (ft) Outflow (gpm) Calculated Hydraulic Grade (ft) Description R-1 147.40 53.94 147.40 R-2 147.40 74.39 147.40 1769 Appendix E HGL Calculations 1770 HGL CALCULATIONS Hickory Grove Townhomes PEAK HOUR FLOW HGL PEAK HOUR FLOW = 128.33 GPM TIE‐IN PRESSURE AT 128.33 GPM = 50 PSI = 115.4 FT EXISTING PIPE ELEVATION AT TIE‐IN = 32 FT HGL = 115.40 +  32 = 147.40 FT NEEDED FIRE FLOW HGL  NEEDED FIRE FLOW + MAX DAY FLOW(LARGEST NEEDED FIRE FLOW USED) = 2,564.17 GPM TIE‐IN PRESSURE AT 2,564.17 GPM = 50 PSI = 115.4 FT EXISTING PIPE ELEVATION AT TIE‐IN = 32 FT HGL = 115.4 + 32 = 147.40 FT 1771