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2023 08 14 Public Hearing 403 - Living Life Independent Living Facility (ILF)
PUBLIC HEARINGS AGENDA ITEM 403 CITY COMMISSION AGENDA | AUGUST 14, 2023 REGULAR MEETING TITLE Living Life ILF SUMMARY The Community Development Department r equests that the City Commission hold a Public Hearing to consider the Conditional Use, Aesthetic Review, Waiver, Removal of Specimen Trees, Final Engineering Plans, Development Agreement, and Interlocal Agreement with the City of Longwood in order for the applicant to construct a ±180,348 sq. ft., 4-story independent living facility on the subject property. The Project consists of an Independent Living Facility with a two-story 22,430 sq. ft. clubhouse/communal living area and bistro and with two four-story residential wings with 144 units and a total of 157,918 sq. ft. The overall total square footage of the project is 180,348 square feet. The project site is made up of two parcels, one in Winter Springs and one in Longwood. The parcel in Winter Springs is 7.66 acres and makes up 92% of the site while the parcel in Longwood is 0.70 acres and makes up the other 8% of the site. An interlocal agreement between the City of Winter Springs and City of Longwood has been drafted which would grant Winter Springs limited jurisdiction over the parcel in Longwood; this agreement would allow the project to be approved solely by Winter Springs without the need for it to also be approved by Longwood. The Longwood City Commission approved the interlocal agreement at their May 1, 2023 meeting. A copy of the proposed interlocal agreement has been included in this agenda packet. The proposed Living Life Independent Living Facility is a permitted use within the C-1 Neighborhood Commercial District. The project required a conditional use because the applicant is proposing a 4-story building, and any structure along State Road 434 that is taller than three (3) stories requires a conditional use per Section 20-464 of the City Code. The Applicant is requesting one waiver: W1: Waiver from Sec. 20-601(a) of the city Code to reduce the streetscape required along the front property line (which fronts SR 434) to 14 feet in lieu of the required 27- foot streetscape along SR 434. FUNDING SOURCE 1042 RECOMMENDATION The Community Development Department r equests that the City Commission hold a Public Hearing to consider the Conditional Use, Aesthetic Review, Waiver, Removal of Specimen Trees, Final Engineering Plans, Development Agreement, and Interlocal Agreement with the City of Longwood in order for the applicant to construct a ±180,348 sq. ft., 4-story independent living facility on the subject property. 1043 PUBLIC HEARINGS AGENDA ITEM CITY COMMISSION MONDAY, August 14, 2023 | REGULAR MEETING TITLE Living Life ILF – Conditional Use, Aesthetic Plan Review, Waiver, Final Engineering Review, Removal of Specimen Trees, Development Agreement, and Interlocal Agreement with the City of Longwood. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider the Conditional Use, Aesthetic Review, Waiver, Removal of Specimen Trees, Final Engineering Plans, Development Agreement, and Interlocal Agreement with the City of Longwood in order for the applicant to construct a ±180,348 sq. ft., 4-story independent living facility on the subject property. General Information Applicant MTH Development, LLC Property Owner(s) MTH Development, LLC Location 1164 E. State Road 434 Winter Springs, FL 32708 Tract Size ±8.36 Acres Parcel ID Number 26-20-30-5AR-0D00-016G; 33-20-30-513-0C00-0010 Zoning Designation C-1 Neighborhood Commercial District FLUM Designation Commercial Adjacent Land Use North: Lake Talmo East: Multi-Family Residential South: Commercial/SR 434 West: Single-Family Residential (City of Longwood) Principle building setbacks (from property line) Front: 25 ft. minimum, 100 ft. maximum Rear: 15 ft. Side: 15 ft. Development Standards Impervious Surface: 75% Maximum Building Height: 50 ft. Maximum Development Permits Not Applicable Development Agreement Pending Code Enforcement Not Applicable City Liens Not applicable 1044 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 2 OF 17 Background: The Project consists of an Independent Living Facility with a two-story 22,430 sq. ft. clubhouse/communal living area and bistro and with two four-story residential wings with 144 units and a total of 157,918 sq. ft. The overall total square footage of the project is 180,348 square feet. The project site is made up of two parcels, one in Winter Springs and one in Longwood. The parcel in Winter Springs is 7.66 acres and makes up 92% of the site while the parcel in Longwood is 0.70 acres and makes up the other 8% of the site. An interlocal agreement between the City of Winter Springs and City of Longwood has been drafted which would grant Winter Springs limited jurisdiction over the parcel in Longwood; this agreement would allow the project to be approved solely by Winter Springs without the need for it to also be approved by Longwood. The Longwood City Commission approved the interlocal agreement at their May 1, 2023 meeting. A copy of the proposed interlocal agreement has been included in this agenda packet and must also be approved with the Project applications. The proposed Living Life Independent Living Facility is a permitted use within the C-1 Neighborhood Commercial District. The project requires a conditional use because the applicant is proposing a 4-story building, and any structure along State Road 434 that is taller than three (3) stories requires a conditional use per Section 20-464 of the City Code. The Applicant is requesting one waiver: Waiver from Sec. 20-601(a) of the city Code to reduce the streetscape required along the front property line (which fronts SR 434) to 14 feet in lieu of the required 27 -foot streetscape along SR 434. Public Notices: Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately flve-hundred feet (500) of the subject property and all Homeowner’s Associations on flle with the City Winter Springs (242 notices) on July 31, 2023. A Community Workshop was held on Wednesday, February 22, 2023. Approximately six (6) people attended and expressed some concerns about trafflc, particularly related to the proposed curb cut onto Talmo St. Site Amenities The proposed development will have a central clubhouse that will offer a restaurant, bistro, hair salon/spa, small movie theater, and areas for arts and crafts. Analysis of Conditional Use and Final Engineering (Sec. 20-33.1) Criteria: The criteria for Conditional Uses and Final Engineering Plans are identical with one exception (Conditional Uses have one additional criteria). This section provides 1045 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 3 O F 17 analysis of both the Conditional Use and Final Engineering criteria. Condition 13 listed below applies to the Conditional Use but not Final Engineering criteria. (a) Site and flnal 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 flnal 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 flnal 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 flnal 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 flnal engineering plan and subdivision recommendations and flnal decisions shall be based on whether the site and flnal 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 flnal 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 trafflc-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. Analysis: The project proposes a ±180,348 sq. ft., 4-story independent living facility on the subject property. The applicant is requesting a fourth story, which requires a Conditional Use. The applicant’s design has provided for a building that meets the limitation of 0.5 fioor area ratio (FAR) on commercial properties. The building will be open 24-hours a day for residents to come and go as they please, but the amenities such as the dining area and theater will have limited hours of 1046 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 4 OF 17 operation, and deliveries will take place before 8pm. There will be no signiflcant impact on adjacent properties because of noise, refuse, odor, particulates, smoke, fumes, or other emissions. The residential properties to the west and northwest of the subject site are single- family detached homes with a maximum of two stories, the apartment complex to the north (across Lake Talmo) is three stories, and the single-family detached homes to the east are two stories in height. Staff does not feel that the intended use will have a signiflcant negative impact on surrounding properties, but the inclusion of a fourth story does result in greater scale and intensity which does raise some concern about whether or not the project is harmonious and compatible with adjacent land uses. Concerns over direct access onto Talmo St. were brought up by nearby property owners at the Community Workshop. It appears that most of those concerns were related to existing cut-through trafflc and not directly relevant to this project. Attendees did ask if the Talmo St. entrance could be moved onto SR 434, but the applicant has stated that FDOT would not allow it because of proximity to existing curbcuts. The proposed development will be designed to implement the goals and policies of the Comprehensive Plan as they relate to providing housing opportunities to senior populations. Independent living facilities are generally low trafflc generators and therefore staff does not anticipate any signiflcant negative impacts on surrounding properties in that regard. See Paragraph (7) for further discussion regarding trafflc impacts. (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 flnal engineering plan requested. The site shall be of sufflcient 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 development provides two (2) point of access for ingress and egress of vehicle trafflc – one onto Fountaintree Dr. and one onto Talmo St. On-site improvements include landscape screening for dumpster areas, eighteen (18) bicycle parking spaces, one hundred and forty six (146) parking spaces, lighting, and internal pedestrian walkways utilizing alternative pavement. Screening for the dumpster area will be provided by two (2) southern magnolia trees as well as sweet viburnum shrubs. As discussed more thoroughly below under the Project Update and Staff Recommendation to the City Commission, staff initially recommended denial of the requested waiver and flnal engineering plans to the Planning and Zoning Board. The recommendation of denial resulted from the applicant’s fourth story request, which caused issues with their ability to adhere to the State Road 434 streetscape 1047 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 5 O F 17 requirements. The fourth story, which adds 35 additional units, results in increased parking requirements that leads to more space dedicated to parking and therefore less room to adhere to the SR 434 streetscape requirements. Because of this, it was staff’s opinion that the proposed density, scale, and intensity of the proposed development could not be appropriately accommodated given the size of the property and the necessary design amenities that would be required to mitigate against potential adverse impacts. However, as provided below under the Project Update and Staff Recommendation the City Commission, the Applicant has made signiflcant adjustments to the flnal engineering plans to improve compliance with the SR 434 streetscape requirements. Following the Planning and Zoning Board meeting, the Applicant’s plans have been amended to achieve compliance with the 27-foot width of the required streetscape for approximately 33% of the frontage along SR 434, though the individual components (street trees lining right-of-way, 6-foot sidewalk, and 5 foot landscaping strip) are not provided as required by the Code even where the overall 27-foot width is provided. (3) Whether the proposed site and flnal engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental flscal impact, employment, and property values. Analysis: The development is not expected to have an adverse impact on the local economy, but to add to the local economy by means of generating additional demand for local goods and services. Development of the subject property is anticipated to provide an increase to the City’s taxable value, as well as provide a catalyst for future commercial development in the surrounding area. (4) Whether the proposed site and flnal 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 fiood hazards. Analysis: The subject site is currently vacant. As with any development, there will be removal of existing vegetation and grading of land. The total gross area for the site is 8.36 acres and the proposed impervious area is 3.98 acres (62.75%) of the developable area of the parcel. The maximum impervious allowable to connect into the master stormwater system is 75%, therefore the site is using less than the maximum permitted impervious cover. Based on Flood Insurance Rate Map (FIRM) No. 12117CO155F Community No. 120295, City of Winter Springs, Seminole County, Florida, the proposed development site lies within Zone X (Unshaded), which is for “areas determined to be outside the 0.2% annual chance fioodplain. The applicant’s plans show compensatory storage to offset the increased fiood height due to flll that will be placed into the fioodplain. Calculations show that 2,183 cubic feet of storage are needed, and the applicant is 1048 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 6 OF 17 proposing to provide 2,272 cubic feet. Miniscule amounts of the proposed structure lie in the AE Flood Zone. The applicant provided a Threatened and Endangered Species Assessment. The assessment consisted of both a search of documented literature and fleld investigation. The only identifled potential species through the assessment was two potentially occupied gopher tortoise burrows. A management plan will need to be produced in coordination with the FWC, including a 100% survey of the suitable habitat; any tortoises within 25 feet of construction areas will need to be relocated to FWC-approved recipient sites prior to the beginning of any construction activity. Based upon the criteria and evaluations discussed above, staff does not anticipate that the proposed project will have an adverse impact on the natural environment, including air, water, noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and fiood hazards. (5) Whether the proposed site and flnal 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 flnal engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, flre, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. Analysis: The proposed development will include the following public services; water, sewer, stormwater management, police, and flre (Seminole County Fire Department). Water and sewer are available on-site and there is sufflcient capacity to accommodate the proposed development. The proposed development will not have an adverse impact on existing public services. Two bicycle racks, totaling eighteen (18) bicycle spaces will be placed on site, as well as sidewalks for adequate pedestrian circulation. See further analysis below regarding impacts to public facilities. (7) Whether the site and flnal engineering plan and subdivision of land, and related trafflc report and plan provided by the applicant, details safe and efflcient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected trafflc on the immediate neighborhood, trafflc circulation pattern for the neighborhood, and trafflc fiow through immediate intersections and arterials. Analysis: The Trafflc Impact Analysis submitted by the applicant projected that a total of 538 new daily trips will occur, with a morning peak of 28 trips and an evening peak of 36 trips. The analysis concluded that all existing road segments would continue to have adequate capacity to handle the projected trafflc generation. The SR 1049 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 7 OF 17 434/Highway 17-92 intersection was analyzed as part of this project and is projected to operate at an adequate level-of-service (LOS) except during the PM peak hour, during which it will operate at LOS F. The signalized intersection will experience delays for some approaches in the AM and/or PM peak hours due to background trafflc at the intersections. This project’s projected trips do trigger the need for one (1) Mobility Credit as required in the Transportation Element of the City’s Comprehensive Plan; the Mobility Credit is, in this case, being satisfled with the inclusion of bicycle parking. Overall, this project is not expected to cause undue impact on the surrounding neighborhood or intersections. Adequate ingress and egress will be provided. The project trafflc generation from this project is negligible compared to the total trafflc volumes of SR 434 and Highway 17-92 and as such will not substantially impact those roadways or their intersections. (8) Whether the proposed site and flnal 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 development will provide additional housing options to the age 55+ population. There will not be an impact on schools because of the age of the population in the development. The proposed housing will be available in various unit sizes and prices and will elevate the quality of the existing neighborhood. (9) Whether the proposed site and flnal engineering plan and subdivision of land avoids signiflcant 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 enough available parking, lighting, and refuse collection, and minimal deliveries within the proposed development that are in place which will assist in limiting any perceived adverse effects. (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and flnal 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: The photometric plan provided illustrates that the parking lot and building area will be lit with LED site lighting. The photometric plan speciflcally states that all lighting will be installed so as to prevent off-site glare. Given the residential nature of the proposed use, a security plan is not necessary as residents are free to come and go as they please. 1050 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 8 OF 17 (11) Whether the applicant has provided on the site and flnal 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: The applicant has stated that delivery of goods for the operation of the independent living facility and its related amenities (restaurant, theater, spa/hair salon, etc.) will be limited to 7am to 8pm. These amenities are only available to residents and their guests, and therefore will not have a negative impact on the surrounding area. (12) Whether the applicant has demonstrated that the site and flnal 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 use on the subject site is an independent living facility. These uses are typically self-contained and have minimal impact on adjacent properties as it relates to noise, odor, glare, vibration, and trafflc. (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 Modiflcation to the existing 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 one (1) specimen tree that is located within the building footprint. Water and Sewer: Water service is available through an 8” stub-out at the southeast corner of the subject property. Sewer service is available through an 8” stub-out along the northern property line. The on-site potable water system up to and including the meters will be dedicated to the City for ownership and maintenance, and public easements will be granted to the City. Water Concurrency: The Living Life ILF site shall be provided reclaimed water for irrigation through the existing reclaimed water line along the south side of SR 434. The use of reclaimed water for irrigation purposes shall reduce projected potable water consumption for the project signiflcantly. 1051 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 9 OF 17 The remaining water service for the building shall be potable. The applicant’s engineer projects an average of 30,776 gallons per day (GPD) for the site with a peak fiow rate of 123,102 GPD. The commercial space is projected to make up 5.32% of the total average GPD and the restaurant is projected to make up 12.80%, leaving the remaining 81.88% to come from residential use. Following the Level of Service for potable water of 115 gallons per day per person as established in the Infrastructure Element of the City’s Comprehensive Plan, the proposed development could house 219 residents and maintain the established LOS following the projected average daily water demand. Stormwater: The stormwater management system for this project was designed to eventually discharge into Lake Talmo. Stormwater collected on-site will drain into an underground detention area where it will achieve the required treatment volume before discharging to Lake Talmo. The stormwater management system’s design adheres to all requirements in the City’s ordinances. Transportation: The proposed development will provide two means of ingress/egress, one onto Fountaintree Dr. and one onto Talmo St. An evaluation of trafflc has indicated that there will be a minimal to no impact and the conceptual plan details safe and efflcient means of ingress and egress for the proposed development. The applicant’s proposal includes a Trafflc Impact Analysis that indicates operation at a satisfactory Level of Service. Parking Analysis: The applicant provided a parking study that was prepared based on the 4th Edition Institute of Transportation Engineers (ITE) Parking Generation Manual. The parking study was provided because the City’s parking requirements in Sec. 9-277 do not have speciflc requirements for independent living facilities. The applicant’s engineer determined that 0.88 parking spaces would be needed per dwelling unit, totaling out to 127 spaces required. The applicant has proposed 146 parking spaces. The commercial and restaurant spaces were not factored into the parking calculations as they are private and intended for residents of the facility only. The applicant is also proposing 18 bicycle parking spaces. Aesthetic Review: Pursuant to Section 9-603, which sets forth guidelines and minimum standards for Aesthetic Review packages, staff has utilized the below criteria in Section 9-603 to determine the following. The attached Aesthetic Review package includes all of the submittal requirements for aesthetic review as set forth in Section 9-600 through 9- 607 and include the following: (a) a site plan; (b) elevations illustration all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used 1052 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 10 OF 17 on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9-603. Aesthetic Review 1. The plans and speciflcations of the proposed project indicate that the setting, landscaping, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. Analysis: The exterior color palette is similar and in harmony with surrounding development and will contribute to a higher quality built environment along this section of SR 434. Overall, the architectural intent of the proposed project includes architecture that is complementary to the styles of architecture in the surrounding area. 2. The plans for the proposed project are in harmony with any future development which has been formally approved by the city within the surrounding area. Analysis: The proposed project is in harmony with existing development to the east and south in terms of color palette and overall architectural design. The project will elevate the aesthetics of this section of the SR 434 corridor. 3. The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within flve hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: a. Front or side elevations; b. Size and arrangement of elevation facing the street, including reverse arrangement; or c. Other signiflcant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. Analysis: The overall aesthetic of the project provides similar elements to other buildings in the area without being overly similar. The building’s colors are similar in tone but not identical. The buildings details include stone accents, which complement the overall façade. Windows along the elevations of the building facing SR 434 provide a sense of openness. The proposed design shares appropriate design intent without being too similar or dissimilar to surrounding properties. 4. The plans for the proposed project are in harmony with, or signiflcantly enhance, the established character of other buildings, structures or signs in 1053 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 11 O F 17 the surrounding area with respect to architectural speciflcations and design features deemed signiflcant based upon commonly accepted architectural principles of the local community. Analysis: The proposed project enhances the character and overall aesthetics of the surrounding area. Design features incorporated into the project, such as the muted color palette and signiflcant stone accents, make it similar but not identical to other buildings in the area. The applicant’s architectural elevations incorporate a step-back of the fourth story, a requirement of Sec. 20-464 of the City’s Code of Ordinances. The step-back has been designed to be eight inches (8”). Staff has expressed concern that the proposed step-back is not meeting the intent of the ordinance, and no change has been made to the architectural elevations to incorporate a reasonable step-back. 5. The proposed project has incorporated signiflcant architectural enhancements such as concrete masonry units with stucco, wrought iron, columns and piers, porches, arches, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. Analysis: The proposed development is designed to contribute to the quality architectural styles that are typical with recently approved developments within the city. The exterior provides series of straight lines that continues the existing rhythm across the façade of the building. Signiflcant design features include architectural stone accents, and neutral paint colors similar to nearby uses. The proposed façade materials adhere to the requirements of the State Road 434 Corridor Vision Plan. Mechanical equipment and dumpsters will be appropriately screened as required. Waiver Requirement Section 20-34. – Waivers. • Any real property owner may flle 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). • 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. • Upon receipt of the Planning and Zoning Board’s recommendation, the City Commission shall make a flnal decision on the application. If the City Commission determines that the Planning and Zoning Board ha s not made a recommendation on an application within a reasonable period of time, the City 1054 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 12 O F 17 Commission may, at its discretion, consider an application without the Planning and Zoning Board's recommendation. • All waiver recommendations and flnal 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 signiflcantly 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. The applicant requests that the City Commission consider the following waiver request listed below: New Waiver Requests/Justifications 1. The applicant requests a Waiver from Winter Springs City Code Sec. 20-601(a) to reduce the required streetscape at the center of the site to 14 ft. in lieu of the required 27 ft. streetscape along SR 434. Applicant Justification: After examining the site, and adjacent sites (Harbor Winds Townhomes, Winn Dixie Plaza, The Parke at Hanover Place) as well as respect to the current site geography, speciflcally the constraints of the upland buffer from Lake Talmo, building landscape requirements, and maintaining proper drive aisle width, as well as the adjacent property, we are asking for a dimensional waiver for the majority of our street frontage along SR 434. For the sake of congruency, especially since the aforementioned properties are unlikely to change their conflgurations in the foreseeable future, we feel that it’s appropriate to allow for a waiver from some of the requirements in Sec. 20 - 601. 1055 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 13 O F 17 The waiver would allow for us to maintain the proper drive aisle width, as well as maximizing parking for both residents and staff. Speciflcally, keeping the parking closest to the building available for residents. In lieu of a reduced streetscape buffer, we are also adding enhanced landscaping around the entrances (both Talmo and Fountaintree) as well as additional canopy tree plantings along SR 434 to further add to the city’s desired canopy aesthetic. Combining the aforementioned with the building being set back from the road, we feel that a waiver from some of the requirements set forth in 20-601 is appropriate. Failure to grant the waiver would [in the applicant’s opinion] result in an exceptional hardship due to the physical constraints of the site beyond our control. City Code: City Code Sec. 20-601 | Streetscape requirements. Staff Response: The applicant has stated that site constraints prohibit the implementation of the full 27-foot streetscape as required by the code. Sec. 20-601 requires a sixteen-foot landscape area for planting canopy trees lining the right-of-way; the applicant is proposing three feet for that purpose. The Code requires a six- foot sidewalk; the applicant is proposing to maintain the existing flve-foot sidewalk. Sec. 20-601 requires a flve-foot landscape area between the sidewalk and the front building line and the applicant is adhering to that requirement. The proposed streetscape plan does not meet the intent or requirements of the SR 434 streetscape ordinance (Sec. 20-601). The Planning & Zoning Board recommended approval of the requested waiver with two conditions: that the caliper and gallon size of all plantings along SR 434 be increased to the next size up and that as many parking spaces as possible be moved from fronting SR 434 to elsewhere on the property. Following the Planning and Zoning Board meeting, the Applicant amended their flnal engineering plan, including landscaping. The Applicant moved as many parking spaces as reasonably possible from fronting SR 434 onto other areas of the property. The applicant moved a total of 15 parking spaces, 7 on the east side of the property and 8 on the west side of the property, from fronting SR 434 to further back on the property; this created an additional 150 feet of SR 434 frontage that is complying with the SR 434 streetscape requirements in terms of depth (27 feet). The property’s total frontage along SR 434 is approximately 962 feet. Before moving the parking spaces, the applicant was adhering to the required depth for the SR 434 streetscape for approximately 18.3% of the total frontage along SR 434; after moving the parking spaces as detailed above, that adherence has increased to 33.9%. 1056 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 14 OF 17 While the applicant’s streetscape plan does not adhere to the requirements of the code, it is clear that the applicant has made a clear effort to bring it closer to the requirements. However, it should also be noted that the order of the proposed elements of the streetscape are in reverse order from the requirements and the applicant is still proposing to maintain the existing 5 foot sidewalk rather than replacing it with a 6 foot sidewalk as required by the code. Staff recommends approval of the requested waiver due to the site constraints and the applicant’s efforts to better adhere to the requirements of the code. Reports: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports January, 12, 2021 Geotechnical Engineering Report | Terracon Consultants April 2021 Trafflc Impact Analysis | Trafflc & Mobility Consultants August 2021 Phase 1 Environmental Assessment | Mill Creek Environmental, LLC May 2022 Endangered Species Assessment | GAI Consultants August 12, 2022 Geotechnical Report Supplement | Terracon Consultants November 14, 2022 Stormwater Management System Design Report | CivilCorp Engineering November 18, 2022 Fiscal Impact Report | England-Thims & Miller March 3, 2022 Parking Study | CivilCorp Engineering Procedural History: December 7, 2020 Conditional Use Application | CU2022-0027 Site Plan Review Application | SP2021-0002 Waiver Application | WA2022-0051 April 5, 2022 Aesthetics Review Application | AE2022-0028 February 22, 2023 Community Workshop June 1, 2023 Planning & Zoning Board/Local Planning Agency | Recommendation on Conditional Use, Aesthetics, Waivers, Final Engineering, and Development Agreement 1057 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 15 O F 17 Applicable Law, Public Policy, and Events: Florida Statutes 163.2511-163.3246: Growth Policy; County and Municipal Planning; Land Development Regulation (Provides that land development regulations for municipal planning be consistent with the Comprehensive Plan). Home Rule Powers City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances Ch. 20, Sec. 20-234. Conditional Uses. Ch. 20, Article VI – S.R. 434 Corridor Vision Plan. Ch. 20, Sec. 20-464 Building height. Ch. 20, Sec. 20-601. – Streetscape Requirements. Fiscal Impact: Development of the subject property as an independent living facility is anticipated to provide an increase to the City’s taxable value, as well as serve as a catalyst for future commercial development in the surrounding area. The applicant’s flscal impact analysis, attached as an exhibit, estimates that the increase in annual tax revenue for the city will be in excess of $90,000. Development Agreement: Pursuant to Section 20-29 of the City Code, all development projects requiring a community workshop pursuant to Section 20-29.1 shall be required to be memorialized in a binding Development Agreement executed by the City and the property owner. The draft Development Agreement is enclosed as an Exhibit hereto. Staff’s Prior Recommendation (Planning & Zoning Board): As stated previously in the staff report, the applicant’s request for a fourth story, which requires a Conditional Use, has created additional site constraints that are preventing the applicant from adhering to the SR 434 streetscape ordinance. A three-story building would not require a Conditional Use and therefore would likely allow the applicant to adhere to the requirements of the code, which would in turn allow staff to recommend approval. Staff recommends that the Planning & Zoning Board recommend denial of the Conditional Use, Final Engineering, Aesthetic Review, Waiver, Removal of Specimen Trees, and Development Agreement for the Living Life Independent Living Facility to the City Commission. Project Update and Staff’s Recommendation to City Commission: The Planning & Zoning Board discussed the applications and questioned the Applicant regarding whether certain adjustments to the engineering plans could be made to improve the degree of compliance with the required streetscape. The Planning and Zoning Board recommended approval (by a 4-0 vote) of all applications, subject to the following conditions: 1. The applicant will move as many parking spaces as reasonably possible from fronting SR 434 to elsewhere on the property. 1058 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 16 OF 17 2. The canopy trees and shrubs along SR 434 within the streetscape will have their caliper increased to the next size up. Following the Planning and Zoning Board meeting, the Applicant amended their flnal engineering plan, including landscaping. The Applicant moved as many parking spaces as reasonably possible from fronting SR 434 onto other areas of the property. The applicant moved a total of 15 parking spaces, 7 on the east side of the property and 8 on the west side of the property, from fronting SR 434 to further back on the property; this created an additional 150 feet of SR 434 frontage that is complying with the SR 434 streetscape requirements in terms of depth (27 feet). The property’s total frontage along SR 434 is approximately 962 feet. Before moving the parking spaces, the applicant was adhering to the required depth for the SR 434 streetscape for approximately 18.3% of the total frontage along SR 434; after moving the parking spaces as detailed above, that adherence has increased to 33.9%. The other agreed upon condition was that the applicant would increase the caliper of the canopy trees and the gallon size of the shrubs for the SR 434 streetscape. Staff estimates that this will involve 75 canopy trees (6 needle palms, 8 southern magnolias, 5 live oaks, 2 sand live oaks, and 54 winged elms) and 450 shrubs (19 sweet viburnums and 431 yaupon hollies). The increased calipers and gallon sizes were recommended in hopes of having the streetscape plantings reach full growth sooner. The third agreed upon condition was regarding specimen trees. Four specimen trees on site had been identifled on the applicant’s plans as being marked for removal. Staff addressed this with the applicant at the Planning & Zoning Board meeting and the applicant acknowledged that it was an error. The applicant was asked to correct their tree survey to save three of the specimen trees as they were not within the building footprint. The applicant agreed to do so. The one specimen tree that falls within the building footprint will still be removed. Staff has received the revised application materials and believes the Applicant has made a good faith effort to adhere to the conditions from the Planning & Zoning Board meeting. Staff is recommending approval of the Conditional Use, Final Engineering, Aesthetic Review, Waiver, Removal of one (1) Specimen Tree, Development Agreement, and Interlocal Agreement with the City of Longwood for the Living Life Independent Living Facility subject to the following conditions: 1. The applicant agrees to the execution of the Development Agreement and the terms and conditions contained therein. Attachments: Exhibit A – Civil Plans Exhibit B – Landscape Plans July 2023 Exhibit C – 5yr and 10yr Streetscape Exhibit D – Architectural Elevations Exhibit E – Fence Design Options Exhibit F – Dumpster Enclosure Details Exhibit G – Façade Material Details 1059 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , A U G U S T 1 4 , 2 0 2 3 | P A G E 17 OF 17 Exhibit H – Clubhouse Uses Exhibit I – Final Engineering Response Criteria Exhibit J – Phase 1 Environmental Study Exhibit K – Endangered Species Study Exhibit L – Geotechnical Report Exhibit M – Geotechnical Supplemental Letter Exhibit N – Stormwater Report Exhibit O – Letter of Availability – Water-Sewer Exhibit P – Fiscal Impact Assessment Exhibit Q – Parking Study Exhibit R – Trafflc Impact Analysis Development Agreement 1060 1 Independent Senior Living Winter Springs, FloridaLegacy at Lake Talmo 1061 Location of the Subject Property Site Area: 8.36 Acres 140 Unit Senior Living Units Proposed Density: 17 DU/Acre Total FAR: 0.495 = 180,348 / 364,161.6 Green Space: 102,947 SF / 37.31 % Height: 4 Stories < 50 ft. Project Details 1062 3 Independent Senior Living Living Life Development Winter Springs, Florida Initial Architectural Hand Sketch 1063 Existing Zoning and Future Land Use 1064 Civil Site Plan 1065 6 Independent Senior Living Living Life Development Winter Springs, Florida 1066 The senior-friendly design of the development will encourage mobility,convenience and enhance overall living experience for our senior residents. Senior-Friendly Design Wider walkways, multiple entrances and pedestrian crossings to promote safety and ease of access Senior resident parking spaces located in front of the buildings residential wings for easier mobility. 1st floor units access to exterior patios, gardens and parking spaces directly from units. Socially engaging amenities and spaces located in the clubhouse included with residency. Bistro, Restaurant, Bar, Hair / Nail Salon, Movie Theater, Physical Therapy inspired exercise room. 1067 Senior Unit Floorplans -Renderings UNIT A1 –1 BEDROOM | 610 SF | 44 UNITS ADA UNIT A1 –1 BEDROOM | 610 SF | 8 UNITS 1068 Senior Unit Floorplans -Renderings UNIT B1 –2 BEDROOM | 853 SF | 52 UNITS 1069 Senior Unit Floorplans -Renderings ADA UNIT B1 –2 BEDROOM | 853 SF | 8 UNITS 1070 Senior Unit Floorplans -Renderings UNIT B2 –2 BEDROOM | 864 SF | 4 UNITS 1071 Senior Unit Floorplans -Renderings UNIT B3 –2 BEDROOM | 975 SF | 28 UNITS 1072 Enhanced Streetscape 5 Year Growth Proposed Streetscape Renderings 1073 Enhanced Streetscape 10 Year Growth Proposed Streetscape Renderings 1074 Streetscape 5 Year Growth Proposed Streetscape Renderings 1075 Streetscape 10 Year Growth Proposed Streetscape Renderings 1076 Perspective Rendering Enhanced 1st Year Streetscape Rendering 1077 Perspective Rendering Enhanced 5 Year Streetscape Rendering 1078 Perspective Rendering Enhanced 10 Year Streetscape Rendering 1079 Perspective Rendering Initial 5 Year Streetscape Rendering1080 Perspective Rendering Enhanced 5 Year Streetscape Rendering 1081 Perspective Rendering Enhanced 10 Year Streetscape Rendering 1082 23Initial 5 Year Streetscape Rendering Perspective Rendering 1083 24Enhanced 1st Year Streetscape Rendering Perspective Rendering 1084 25Enhanced 5 Year Streetscape Rendering Perspective Rendering 1085 26Enhanced 10 Year Streetscape Rendering Perspective Rendering 1086 West Wing -Rendering Initial 5 Year Streetscape Rendering1087 West Wing -Rendering Enhanced 5 Year Streetscape Rendering1088 West Wing -Rendering Enhanced 10 Year Streetscape Rendering1089 30 West Wing -Rendering Initial 5 Year Streetscape Rendering 1090 31 West Wing -Rendering Enhanced 5 Year Streetscape Rendering 1091 32 West Wing -Rendering Enhanced 10 Year Streetscape Rendering 1092 33 West Wing -Rendering Initial 5 Year Streetscape Rendering 1093 34 West Wing -Rendering Enhanced 5 Year Streetscape Rendering 1094 35 West Wing -Rendering Enhanced 10 Year Streetscape Rendering 1095 36 Clubhouse -Rendering 1096 Streetscape -Rendering Initial 5 Year Streetscape Rendering 1097 Streetscape -Rendering Enhanced 5 Year Streetscape Rendering 1098 Streetscape -Rendering Enhanced 5 Year Streetscape Rendering 1099 Streetscape -Rendering Initial 5 Year Streetscape Rendering1100 Streetscape -Rendering Enhanced 5 Year Streetscape Rendering1101 Perspective Rendering 1102 Perspective Rendering 1103 Perspective Rendering 1104 Perspective Rendering 1105 Perspective Rendering 1106 Existing Steetscape of Property 1107 Existing Steetscape of Property 1108 Existing Steetscape of Property 1109 Existing Steetscape of Surrounding Properties Streetscape Dimensions: (All taken from back of curb) Harbor Winds: 17'6“Sun Lake Plaza: 17'6“Hanover Pl: 6' (with turn lane), 17'6“The Wash: 8' 1110 Existing Steetscape of Surrounding Properties Streetscape Dimensions: (All taken from back of curb) Harbor Winds: 17'6“Sun Lake Plaza: 17'6“Hanover Pl: 6' (with turn lane), 17'6“The Wash: 8' 1111 Existing Steetscape of Surrounding Properties Streetscape Dimensions: (All taken from back of curb) Harbor Winds: 17'6“Sun Lake Plaza: 17'6“Hanover Pl: 6' (with turn lane), 17'6“The Wash: 8' 1112 Applicant Response to Staff Report 1113 What’s considered when approving a Conditional Use Permit Will the CUP adversely affect the immediate vicinity? Does the proposed uses demonstrate impacts to the site? Will the proposed use have adverse impacts on the local economy? Is the CUP harmonious with the adjacent uses? Will the proposed use have adverse impacts on the natural environment? Will the proposed use have adverse impacts on historic resources? Will the proposed use have adverse impacts on public services? Will the proposed use have adverse impacts on housing? Will the proposed use avoid significant adverse impacts? Is the CUP designed to incorporate mitigative techniques and plans needed to prevent adverse impacts? How and when will the schools be affected? 1114 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 1 of 10 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 MTH Development, LLC (Living Life Independent Living Facility) THIS DEVELOPMENT AGREEMENT ("Agreement") is made and executed this ______ day of _________________, 2023, 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 MTH Development, LLC, a Florida Limited Liability Company, (“Developer”) whose address is 160 N. Spring Lake Drive, Altamonte Springs, FL 32714. WITNESSETH: WHEREAS, Developer is the owner of approximately 8.36 acres, more or less, of real property located in the C-1 Neighborhood Commercial District, generally south of Lake Talmo and east of the intersection of US 1792 and SR 434, fronting SR 434, in Winter Springs, Seminole County, Florida, more particularly described herein (“Property”); and WHEREAS, Developer has applied for a Conditional Use, Final Engineering/Site Plan Approval, Aesthetic Plan Approval, and a Waiver from the City Code in order to construct an independent living facility on the Property; 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 February22, 2023; and WHEREAS, Section 20-29(c) of the City Code requires that all conditional uses, 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 FOR RECORDING DEPARTMENT USE ONLY 1115 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 2 of 10 workshop pursuant to Section 20-29.1 of the City Code shall be required to be memorialized in a binding development agreement; and 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 WHEREAS, the Property consists of two parcels, one of which is located within the City of Longwood, and; WHEREAS, approximately ninety-two percent (92%) of the site is located in the City of Winter Springs and an Interlocal Agreement between the City of Winter Springs and the City of Longwood has been executed, which would grant Winter Springs limited jurisdiction over the parcel in Longwood and allow the project to be approved solely by Winter Springs without the need for it to also be approved by Longwood given that the parcel in Longwood will be used solely for parking; and WHEREAS, as provided further herein, the Developer further consents to the City of Winter Springs exercise of home rule authority over the Longwood portion of the Property for purposes of enforcement of this Agreement, land use regulations, and general police power regulations; 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 tax parcel identification numbers of 26-20-30-5AR-0D00-016G (the “Winter Springs Property”) and 33- 20-30-513-0C00-0010 (the “Longwood Property”) and is legally described in EXHIBIT “A”, attached hereto and fully incorporated herein by this reference (collectively the “Property”). 4.0 Project Description and Requirements. Developer shall, at its expense, design, permit and construct a 180,348 square-foot independent living facility comprised of one- and two-bedroom apartment units with two apartment wings and a two-story clubhouse connecting the wings on the Property, located in the City of Winter Springs Town Center. The clubhouse building will contain common space amenities, including a restaurant, pub, café/bistro, multiple craft and activity spaces, hair and nail spa, and movie theatre, gym and fitness facilities, library and sitting areas, and a large outdoor patio space overlooking Lake 1116 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 3 of 10 Talmo. The independent living facility and all public and private project infrastructure shall be constructed in a single phase. (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 Conditional Use, Final Engineering/Site Plans, Aesthetic Plans, and Waiver that are on file with the City with the following file numbers and consistent with the requirements contained in this Agreement: File No: CO2022-0027 File No. SP2021-0002 File No. WA2022-0051 File No. AR2022-0028 Specific conditions of approval for the above-referenced Plans and Waivers include the following, which are also addressed in the staff report for the Conditional Use, Final Engineering/Site Plans, Aesthetic Plans, and Waiver: A. The Developer shall install 650 tree credits (152 replacement trees) on the Property. The trees proposed to be planted in the public right-of-way by the Developer shall be subject to the obligation of ongoing maintenance and replacement for the first two years following planting, at the Developer’s expense. If the City determines, after reasonable inspection, that any tree has become severely diseased or damaged to the point that the viability of the tree has been significantly compromised, the Developer shall be required to replace the tree. In the event that Developer fails to perform the necessary maintenance, repairs or replacements of any of the trees, the City shall have the right, but not obligation, to conduct said maintenance, repairs or replacements and recover the actual cost thereof from the Developer, which may be imposed as a lien against the Property. Prior to exercising that right, the City shall provide the Developer written notice and an explanation of the specific default and at least thirty (30) days in which to cure the default. If Developer fails to cure the default by the end of the cure period, the City may exercise its rights to maintain and replace at any time thereafter. B. All grass areas on the Property shall use Bahia grass. No St. Augustine grass or other grass types with low drought tolerance shall be permitted. C. [INSERT ANY OTHER CONDITIONS AS PROVIDED BY CITY COMMISSION] 5.0 Future Permitting. Developer shall be required to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include 1117 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 4 of 10 building foundations, for the Project within two (2) years of the Effective Date of this Agreement. 6.0 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 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 himself and the Property to the terms and conditions set forth in this Agreement. 7.0 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 shall run with title to the same upon being duly recorded against the Property by the City. 8.0 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. 9.0 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. 10.0 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. 11.0 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. 12.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 13.0 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. 1118 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 5 of 10 14.0 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. 15.0 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 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). 16.0 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. 17.0 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. 18.0 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. 19.0 Specific Performance and Enforcement. 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. The failure to timely comply with any mandatory condition of this Agreement, including with respect to the Longwood Property, shall further constitute a violation of the City’s Code of Ordinances and shall be subject to enforcement action as described therein including, but not limited to, enforcement before the City’s Code Enforcement Board under Chapter 2, Article III, Division 2. – Code Enforcement. 20.0 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. 21.0 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 1119 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 6 of 10 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, the City reserves the right to withhold, suspend or terminate any and all certificates of occupancy for any building, trailer, structure or unit if Developer is in breach of any term and condition of this Agreement. 22.0 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, termination of this Agreement, 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. 23.0 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 22 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. 24.0 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. 25.0 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 acts of God, acts of government authority (other than the City’s own acts), acts of public enemy or war, 1120 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 7 of 10 riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions (“Force Majeure 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 Force Majeure Event. 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 City Manager shall have the authority to grant an extended Time Period. An extension of any Time Period for reasons of a Force Majeure Event shall be requested solely as provided in this Section. Developer hereby waives and relinquishes the right to notify the City of the intent to exercise the tolling and extension of any permit related to the Project, including Time Periods under this Agreement, development orders, and building permits, available under Section 252.363, Florida Statutes, as the result of a declaration of a state of emergency issued by the Governor for a natural emergency. 26. 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: For the City: 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: 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. 1121 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 8 of 10 27.0 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. Such assignment shall 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 to a parent, subsidiary, or affiliated entity in which Developer or its members are members or interest holders without City consent, provided that the City is given notice of such assignment in accordance with Section 26.0 herein. 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. 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 CITY SEAL APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: By: Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida 1122 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 9 of 10 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 MTH DEVELOPMENT, LLC Print name and title: ________________________ Date: _______________ STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2023, by____________________, the __________________of MTH Development, LLC, a limited liability company, on behalf of the company, who 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. 1123 DEVELOPMENT AGREEMENT City of Winter Springs and MTH Development, LLC. Page 10 of 10 EXHIBIT A PROPERTY LEGAL DESCRIPTION 1124 LOCATION MAPSECTION 18, TOWNSHIP 30 SOUTH , RANGE 35 EASTLIVING LIFE DEVELOPMENTCONSTRUCTION PLANS1201 W SR 434WINTER SPRINGS, FL 32708PARCEL ID # 26-20-30-5AR-0D00-016G &33-20-30-513-0C00-0010PREPARED FOR:LLD WINTER SPRINGS PROPERTY, LLCCONTACT: AMCO DEVELOPMENT1830 PLYMOUTH SORRENTO RDAPOPKA, FL 32712PHONE: (407) 462-7850LEGAL DESCRIPTIONUTILITY COMPANIESWATERCITY OF WINTER GARDEN300 W PLANT STWINTER GARDEN, FL 34787PHONE: (407) 656-4100ELECTRICDUKE ENERGY3250 BONNET CREEK RD.ORLANDO, FL 32830PHONE: (800) 700-8744CABLEBRIGHT HOUSE NETWORKS3250 BONNET CREEK RD.ORLANDO, FL 32830PHONE: (800) 700-8744SEWERCITY OF WINTER GARDEN300 W PLANT STWINTER GARDEN, FL 34787PHONE: (407) 656-4100TELEPHONECENTURY LINK175 E ALTAMONTE DR.ALTAMONTE ,FL 32701PHONE: (407) 792-6521GASFLORIDA PUBL UTILTIES450 SOUTH HIGHWAY 17-92DEBARY, FL 32713PHONE: (386) 668-2718PLAN SET INDEXC-1 COVER SHEETC-2 SURVEY (BY OTHERS)C-3 DEMO & EROSION CONTROL PLANC-4 SITE PLANC-4.1 COLOR SITE PLANC-5 GRADING & DRAINAGE PLANC-5A TYPICAL SECTIONSC-5B TYPICAL SECTIONSC-5C FLOODPLAIN CROSS SECTION LOCATIONSC-5D FLOODPLAIN COMPENSATION CALCSC-5E FLOODPLAIN COMPENSATION CALCSC-6 UTILITY PLANC-7 GENERAL CIVIL NOTESC-8 DETAIL SHEETC-9 DETAIL SHEETC-10 DETAIL SHEETC-11 DETAIL SHEETFP-1 FIRE DEPARTMENT ACCESS PLANTTP-1 TRUCK TURN PLANLS-00 PERMIT LANDSCAPE NOTESLS-01 PERMIT LANDSCAPE PLANLS-02 PERMIT LANDSCAPE DETAILSIR-00 PERMIT IRRIGATION NOTESIR-01 PERMIT IRRIGATION PLANIR-02 PERMIT IRRIGATION DETAILSPH-1 PHOTOMETRIC PLANPREPARED BY:CIVILCORP ENGINEERING, INC.CERTIFICATE OF AUTHORIZATION #29390630 N. WYMORE RD. STE 310MAITLAND, FL 3275PHONE: (407) 516-0437CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390PARCEL 1:A PART OF LOT 16, IN BLOCK D, OF MITCHELL'S SURVEY OF THE LEVY GRANT,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OFTHE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:BEGIN AT THE INTERSECTION OF THE WESTERLY LINE OF SAID LOT 16 AND THENORTH RIGHT-OF-WAY LINE OF STATE ROAD NO. 434, ACCORDING TO THE STATEOF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTIONNO. 77580-2610; THENCE RUN NORTH 05°45'00" EAST, ALONG SAID WEST LINE OFLOT 16, SAID LINE ALSO BEING THE EAST LINE OF TALMO SUBDIVISION,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 10, OFTHE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, A DISTANCE OF 351.23FEET; THENCE SOUTH 89°02'30" EAST, A DISTANCE OF 904.34 FEET TO THE EASTLINE OF SAID LOT 16, SAID POINT ALSO BEING THE WESTERLY BOUNDARY OFTRACT 1 OF THE HIGHLANDS SECTION THREE, ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 17, PAGE 48 AND 49, OF THE PUBLIC RECORDS OFSEMINOLE COUNTY, FLORIDA; THENCE SOUTH 05°40'31" WEST, ALONG SAID EASTLINE, A DISTANCE OF 351.19 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OFSTATE ROAD NO. 434; THENCE RUN NORTH 89°02'30" WEST, ALONG SAID NORTHRIGHT-OF-WAY LINE, A DISTANCE OF 904.80 FEET TO THE POINT OF BEGINNING;LESS AND EXCEPT ROAD RIGHT-OF-WAY.PARCEL 2:LOTS 1 AND 2, BLOCK "C", TALMO SUBDIVISION, AS RECORDED IN PLAT BOOK 9,PAGE 10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS ANDEXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF FLORIDA, BY DEEDSRECORDED IN OFFICIAL RECORDS BOOK 356, PAGE 579 AND OFFICIAL RECORDSBOOK 1087, PAGE 1328, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.PROJECT CONSULTANTSCIVIL ENGINEERSCIVILCORP ENGINEERING, INC.465 MAITLAND AVEALTAMONTE SPRINGS, FL 32701PHONE: (407) 516-0437SURVEYORSTOM McMAHON, LSMCMAHON SURVEYING AND MAPPING LLC245 SAN MARCOS AVE.SANFORD, FL 32771PHONE: (407) 328-7201LANDSCAPE ARCHITECTINNOVATIONS DESIGN GROUPMATTHEW MCFADDEN, RLAPO BOX 540292ORLANDO, FL 32854PHONE: (407) 440-3574GEOTECHNICAL ENGINEERSNODARSE & ASSOCIATES, INC1675 LEE ROADWINTER PARK, FL 32789PHONE: (407) 740-6112ARCHITECTELEVEN18 ARCHITECTURAL GROUP1011 E. COLONIAL #307ORLANDO,FL 32803PHONE: (407) 745-53001125 1126 XXXXXXXOHE OHE OHE OHE OHERWRWRWRWRW TALMOCENTERLINEOF 50 'PLATTED R/W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWWW SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F S F S F S F S F S F S F S F S F S F S F S F S FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F S F S F S F S F S F S F S F S F S F S F S F S F 45.89'7152565557535454535655575 2565 5 5 7 535 4 5 5 55 56 57 56 55 57 565555 5765686862595863606163585 960 59606361626162646665686767 66646568 65666466686359 6 2 616566 65645 8 6 063 62616263615 9 58596060606159 595859647069706969 5 8 5958 595867 5253545556575859606162636465666768697071525354555657 58 59 57 56 5571 565758 6 1 6 2 6 3 686970GV25.00'L1L2 L3 L4 L 5 L 6L7L8L9L10L11L12L13 L14L15 L16W1W2W3W4W5 W6W7W8W9W10W11W12W13W14WETLANDLINELINE, LOT 16, BLOCK D, D.R. MITCHELL'SSURVEY OF THE LEVY GRANTPLAT BOOK 1, PAGE 5AND E. LINE TALMO SUBDIVISIONPLAT BOOK 9, PAGE 10595 9 595 9 59 5959DOUBLE EROSION CONTROLSILT FENCE ALONG LAKE FRONTDOUBLE EROSION CONTROLSILT FENCE ALONG LAKE FRONTEROSION CONTROLSILT FENCE (TYP)EROSION CONTROLSILT FENCE (TYP)EROSION CONTROLSILT FENCE (TYP)EROSION CONTROLSILT FENCE (TYP) 16" CHER 33" LAOAK 25" LAOAK 21" LAOAK 21" LAOAK 26" LAOAK 12" PINE16" LAOAK 8" CAM 16" LAOAK 16" LAOAK 8" LAOAK 16" LAOAK TWIN16" LAOAK 6" LAOAK 6" LAOAK 12" LAOAK 24" LOAK 12" LAOAK 13" LAOAK 20" LOAK 6" LAOAK 6" LAOAK 18/28/12/L 14" LAOAK 14" LAOAK 16" LAOAK 6" CHER 24" LAOAK 11" PINE 11" PINE 21" PINE 21" LAOAK 13" CAM 13" CAM TWIN9" CAM 15" CAM 24" LAOAK 9" RAIN 32" LAOAK 32" LAOAK 38" LAOAK 3X20" CAM 88" EAR 7" LAOAK TWIN18" LAOAK 8" LAOAK 10" LAOAK 12" RAIN 6" LAOAK 32" EAR TWIN10" EAR 13" EAR 3X16/32" EAR 6/6/8MAPLE 10" CAM 14" LAOAK 22" EAR 13" CHER 20" LAOAK 7" LAOAK 7" LAOAK 12" LAOAK 15" LAOAK 10" ELM 8" TUROAK 16" LAOAK 18" PINE 16" LOAK 12" LOAK 10" LOAK 6" LOAK 12" LOAK 6" LOAK 7" CHER 12" PALM 14" PINE 26" LOAK 10" LOAK 6" LOAK 16" LOAK 6" TUROAK 10" LOAK 13" LOAK 14" PINE 12" LAOAK 14" LAOAK 8" WOAKOAK 12" LAOAK 16" CAM 16" CAM 8" CAM 8" CAM 9" BAY 16" LAOAK 12" CAM 8" CAM 11" LAOAK 8" LAOAK 6" LAOAK 8" LAOAK 8" LAOAK 6" LAOAK 6" LAOAK 10" LAOAK 13" LAOAK 12" LAOAK 13" LAOAK 13" LAOAK 11" LAOAK 17" PINE 16" WOAKOAK 14" LAOAK 6" WOAK 12/9" LAOAK 47" LAOAK 8" LAOAK 8" LAOAK 2X9" LAOAK 8" LAOAK 9" LAOAK 9" LAOAK 6/7/8" LAOAK 9/10" LAOAK 11" LAOAK 8" LAOAK 8" LAOAK 10" LAOAK 10" LAOAK 10" LAOAK 15" LAOAK 7" LAOAK 10" LAOAK 7" LAOAK 11" LAOAK 7" LAOAK 7" LAOAK 8" LAOAK 8" LAOAK 8" LAOAK 16" LAOAK 14" LAOAK 6" LAOAK 8" LAOAK 9" LAOAK 11" WOAK 16" LAOAK 10" LOAK 10" LAOAK 8" TUROAK 16" LAOAK 11" LAOAK 11" LAOAK 18" LAOAK 8" LAOAK 8" LAOAK 16" LAOAK 14" LAOAK 14" LAOAK 12" TUROAK 9" LAOAK 13" LAOAK 16" LAOAK 13/16" LOAK 11" LAOAK 17" LAOAK 12" LAOAK 12" LAOAK TWIN12/16L 10" LAOAK 13" LAOAK 12" LAOAK 22" LAOAK 22" LAOAK 10" TOAK 12" PINE 18" LOAK 8" LOAK 14" TUROAK 9" TUROAK 4X9" LAOAK 9" TUROAK 8" LAOAK 8" LAOAK 10" LAOAK 10" LAOAK 10" LAOAK 10" LAOAK 14" PINE 16" LAOAK 9" LAOAK 8" LAOAK 10" LAOAK 8" LAOAK 9" LAOAK 7/12/16LAU 16" LAOAK 8" LAOAK 8" LAOAK 8" LAOAK 9" LAOAK 7" LAOAK 12" LAOAK 22/32" LAOAK 16" LAOAK 14" LOAK 8" LOAK 8" LAOAK 8" LOAK 13" LAOAK 10" LAOAK 10" LAOAK 10" LAOAK 10" LAOAK 6" LAOAK 10" LAOAK 10" LAOAK 12" LAOAK 6" LAOAK 7" LAOAK 9" LAOAK 6" LAOAK 6" LAOAK 6" LAOAK 22" LAOAK 14" LAOAK 8" LAOAK 14" LAOAK 21" LOAK 10" LOAK 14" LOAK 10" LOAK 21" LOAK 21" LOAK 19" LOAK 11" LOAK 14" LOAK 12" LOAK 15" LAOAK 12" LAOAK 15" LAOAK TWIN 12" CEDAR 15" LAOAK 9" LAOAK 9" LAOAK 14" LOAK 25" LOAK 8/12" LAOAK 26" LAOAK 7" LAOAK 7" LAOAK 40" LOAK 10" LAOAK 12" LAOAK 9" LAOAK 9" LAOAK 12" LAOAK 8" LAOAK 8" LAOAK 8" LAOAK 3X6" LAOAK 2X6" LAOAK 20" PINE 7" LAOAK 12" LAOAK 7" LAOAK TWIN7" LAOAK 28" LAOAK 6" LAOAK 9" LAOAK 12" LAOAK 14" LAOAK 14" LAOAK 14" LAOAK 6/7/8" LAOAK 8" LAOAK 8" LAOAK 14" PALM 14" PINE TWIN9" LAOAK 22" LAOAK 20" PINE 12/14" LAOAK9" CHINA BERRY 7" CHER 12" LAOAK 9" LAOAK 6" LAOAK 6" CAM TWIN8" CAM 24" LOAK 18/20" LAOAK 20" LAOAK 25" LAOAK 31" LAOAK 12" PINE 12" PINE 18" LAOAK 11" LAOAK 18" LAOAK 18" LAOAK 12" LAOAK 16" LAOAK 16" LAOAK 16" PINE 26" LAOAK 9" LAOAK 18/10" LAOAK 27" LAOAK 13/17" LAOAK 20/12" LAOAK 20" LAOAK 19" LAOAK 18" LAOAK 26" LAOAK 8" LAOAK 8/16" LAOAK 12" LAOAK 18" LAOAK 20" LAOAK 13" LAOAK 9" LAOAK 8" PALM 20" PINE 20" PINE 18" PINE 10" PINE 20" PINE 18" PINE 32" LAOAK 16" LAOAK 18" LAOAK 16" PINE 18" PINE 13" PINE 18" PINE 26" LAOAK 12" PINE 18" LAOAK 16" LAOAK 20" LAOAK 16" TOAK 11" LOAK 12" LOAK 14/12" LOAK 18" LOAK 10" LOAK 13" LOAK 11" LOAK 7" LOAK 10" LOAK 8" LOAK 8" LOAK 20" LOAK 9/11" LOAK 17" LOAK 15" PALM 15" PINE 32" LAOAK 8" TUROAK 8" LAOAK 10" LAOAK 15" PALM 9" LAOAK 11" LAOAKPERIMETER FENCEWITH SCREENINGPERIMETER FENCEWITH SCREENINGPERIMETER FENCEWITH SCREENINGPERIMETER FENCEWITH SCREENINGPERIMETER FENCEWITH SCREENINGCivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1127 XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX5959595 9 59 5959 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 SITE DATAPROPERTY LOCATION:1201 W SR 434WINTER SPRINGS, FLPARCEL ID:26-20-30-5AD-0D00-016G & 33-20-30-513-0C00-0010LAND OWNERS:MTH DEVELOPMENT, LLC160 N SPRING LAKE DRALTAMONTE SPRINGS, FL 32714PROPERTY ZONING (WINTER SPRINGS):C-1 (NEIGHBORHOOD COMMERCIAL)434 OVERLAYPROPERTY ZONING (LONGWOOD):(DG) - EAST ENDFUTURE LAND USE (WINTER SPRINGS):COMMERCIALFUTURE LAND USE (LONGWOOD):COMMERCIALEXISTING PROPERTY USE:VACANTPROPOSED PROPERTY USE:INDEPENDENT LIVING FACILITYSETBACK & BUFFER REQUIREMENTSBUILDINGFRONT (EAST)25'SIDE (NORTH)15'SIDE (SOUTH)15'REAR (WEST) 15'LOT COVERAGE CALCULATIONS (EXISTING)IMPERVIOUS21,295 SF 7.72%PERVIOUS254,653 SF 92.28%TOTAL DEVELOPABLE SITE AREA275,947 SF100.00%LOT COVERAGE CALCULATIONS (PROPOSED)IMPERVIOUS173,000 SF 62.69%PERVIOUS102,947 SF 37.31%TOTAL DEVELOPABLE SITE AREA275,947 SF100.00%TOTAL BUILDING AREA: 180,348 SFFLOOR AREA RATIO: 180,348 / 364,161.6 = 0.495PROPOSED DENSITY (DU/ACRE) : 17 DU/ACREGREEN SPACEPROPOSED = 102,947 SFIRRIGABLE AREAPROPOSED = 89,049 SFPROPOSED BUILDING HEIGHTS:EAST WING( 4 STORIES) =48'CLUBHOUSE( 2 STORIES)= 49' - 5"WEST WING (4 STORIES) = 48'PARKING REQUIRED:ACCORDING TO LIVING LIFE DEVELOPMENT PARKING EVALUATION (SEENOTE BELOW) CONTINUING CARE RETIREMENT COMMUNITY .88 SPACES PER DWELLING UNIT0.88 X (140 UNITS)= 124 SPACESPARKING REQUIRED: 124 SPACES*NOTE: PER LIVING LIFE PARKING STUDY PROVIDED TO CITY OF WINTERSPRINGS. THE REQUIRED PARKING IS .88 SPACES PER DWELLING UNITS.VISITOR PARKING REQUIRED: 10 SPACESEMPLOYEE PARKING REQUIRED: 25 SPACESTOTAL PARKING REQUIRED= 89 +10 + 25=124 SPACES REQUIREDPARKING PROPOSED(145) 90° REGULAR SPACES + (15) 90° HANDICAPPED SPACESTOTAL = 160 PARKING SPACES PROVIDEDBICYCLE PARKING REQUIREDFOR DEVELOPMENTS THAT REQUIRED TEN (10) OR MORE VEHICULAR SPACES, TWO (2) BICYCLE SPACES SHALL BE REQUIRED, PLUS ONE(1) ADDITIONAL BICYCLE PARKING SPACE FOR EACH TEN (10) VEHICULAR PARKING SPACES ABOVE TEN (10)PROVIDED THAT NO MORE THAN EIGHT (8) BICYCLE PARKING SPACES ARE REQUIRED FOR ANY ONE (1) ESTABLISHMENT WITHIN ANY ZONING DISTRICT.8 BICYCLE SPACES REQUIREDBICYCLE PARKING PROPOSED18 SPACES PROVIDEDPHASINGTHE SITE INFRASTRUCTURE WILL BE DEVELOPED IN ONE PHASE.SOLID WASTE SERVICEON-SITE DUMPSTER WITH PICK UP SERVICE THROUGH WASTE MANAGEMENT SYSTEM OF WINTER SPIRNGS, FLFLOOD ZONEIN ZONES "X" (AREA OF MINIMAL FLOODING) AND "AE" (AREA OF 100-YEAR FLOOD) PER FLOOD INSURANCE RATE MAP PANEL NUMBER12117C0155F, DATED SEPTEMBER 28, 2007.SCHOOL AGE POPULATIONNOT APPLICABLEVEGETATIONSITE IS HEAVILY VEGETATEDHOURS OF OPERATION:24 HOURS A DAYDELIVERY TRUCK HOURS OF OPERATION7AM - 8PMTYPE OF CONSTRUCTION:CMU & HOLLOW CORE SLAB1128 XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX5959595 9 59 5959 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 SITE DATAPROPERTY LOCATION:1201 W SR 434WINTER SPRINGS, FLPARCEL ID:26-20-30-5AD-0D00-016G & 33-20-30-513-0C00-0010LAND OWNERS:MTH DEVELOPMENT, LLC160 N SPRING LAKE DRALTAMONTE SPRINGS, FL 32714PROPERTY ZONING (WINTER SPRINGS):C-1 (NEIGHBORHOOD COMMERCIAL)434 OVERLAYPROPERTY ZONING (LONGWOOD):(DG) - EAST ENDFUTURE LAND USE (WINTER SPRINGS):COMMERCIALFUTURE LAND USE (LONGWOOD):COMMERCIALEXISTING PROPERTY USE:VACANTPROPOSED PROPERTY USE:INDEPENDENT LIVING FACILITYSETBACK & BUFFER REQUIREMENTSBUILDINGFRONT (EAST)25'SIDE (NORTH)15'SIDE (SOUTH)15'REAR (WEST) 15'LOT COVERAGE CALCULATIONS (EXISTING)IMPERVIOUS21,295 SF 7.72%PERVIOUS254,653 SF 92.28%TOTAL DEVELOPABLE SITE AREA275,947 SF100.00%LOT COVERAGE CALCULATIONS (PROPOSED)IMPERVIOUS173,000 SF 62.69%PERVIOUS102,947 SF 37.31%TOTAL DEVELOPABLE SITE AREA275,947 SF100.00%TOTAL BUILDING AREA: 180,348 SFFLOOR AREA RATIO: 180,348 / 364,161.6 = 0.495PROPOSED DENSITY (DU/ACRE) : 17 DU/ACREGREEN SPACEPROPOSED = 102,947 SFIRRIGABLE AREAPROPOSED = 89,049 SFPROPOSED BUILDING HEIGHTS:EAST WING( 4 STORIES) =48'CLUBHOUSE( 2 STORIES)= 49' - 5"WEST WING (4 STORIES) = 48'PARKING REQUIRED:ACCORDING TO LIVING LIFE DEVELOPMENT PARKING EVALUATION (SEENOTE BELOW) CONTINUING CARE RETIREMENT COMMUNITY .88 SPACES PER DWELLING UNIT0.88 X (140 UNITS)= 124 SPACESPARKING REQUIRED: 124 SPACES*NOTE: PER LIVING LIFE PARKING STUDY PROVIDED TO CITY OF WINTERSPRINGS. THE REQUIRED PARKING IS .88 SPACES PER DWELLING UNITS.VISITOR PARKING REQUIRED: 10 SPACESEMPLOYEE PARKING REQUIRED: 25 SPACESTOTAL PARKING REQUIRED= 89 +10 + 25=124 SPACES REQUIREDPARKING PROPOSED(145) 90° REGULAR SPACES + (15) 90° HANDICAPPED SPACESTOTAL = 160 PARKING SPACES PROVIDEDBICYCLE PARKING REQUIREDFOR DEVELOPMENTS THAT REQUIRED TEN (10) OR MORE VEHICULAR SPACES, TWO (2) BICYCLE SPACES SHALL BE REQUIRED, PLUS ONE(1) ADDITIONAL BICYCLE PARKING SPACE FOR EACH TEN (10) VEHICULAR PARKING SPACES ABOVE TEN (10)PROVIDED THAT NO MORE THAN EIGHT (8) BICYCLE PARKING SPACES ARE REQUIRED FOR ANY ONE (1) ESTABLISHMENT WITHIN ANY ZONING DISTRICT.8 BICYCLE SPACES REQUIREDBICYCLE PARKING PROPOSED18 SPACES PROVIDEDPHASINGTHE SITE INFRASTRUCTURE WILL BE DEVELOPED IN ONE PHASE.SOLID WASTE SERVICEON-SITE DUMPSTER WITH PICK UP SERVICE THROUGH WASTE MANAGEMENT SYSTEM OF WINTER SPIRNGS, FLFLOOD ZONEIN ZONES "X" (AREA OF MINIMAL FLOODING) AND "AE" (AREA OF 100-YEAR FLOOD) PER FLOOD INSURANCE RATE MAP PANEL NUMBER12117C0155F, DATED SEPTEMBER 28, 2007.SCHOOL AGE POPULATIONNOT APPLICABLEVEGETATIONSITE IS HEAVILY VEGETATEDHOURS OF OPERATION:24 HOURS A DAYDELIVERY TRUCK HOURS OF OPERATION7AM - 8PMTYPE OF CONSTRUCTION:CMU & HOLLOW CORE SLAB1129 XXXXXXXCENTERL I NE OF 50 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXXX7152565557535454535655575 2565 5 5 7 535 4 5 5 55 56 57 5354 56 55 57 53565555 5765686862595863606163585 960 59606361626162646665686767 66646568 65666466686359 6 2 616566 65645 8 6 063 62616263615 9 58596060606159 595859647069706969 5 8 5958 595867 525354555657585960616263646566676869707157 58 59 57 56 55 54 537153 55565758 59 6 0 6 1 6 2 6 3 6 4 686970595 9 595 9 59 5959 STRUCTURE TABLESTRUCTURE TABLESTRUCTURE TABLECivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 14.1 14.101130 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1131 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1132 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRW RW RW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX52565557535454535655575 2565 5 5 7 535 4 5 56568686259586360616358596059606361626162646665686767666465686566646668 636 2 616566 65645 8 6 063 62616263615 9 5859606159 59647069 6969 67 5253545556575859606162636465666768696 1 6 2 6 3 6 4 68695959 595 9 59 59CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1133 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1134 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1135 XXXXXXXOHE OHE OHE OHE OHE OHE OHE OHERWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW RWX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGV5959595 9 59 5959 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 OHEWS1136 CivilCorp Engineering, Inc. 630 N. Wymore Rd Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1137 PARKING BYDISABLEDPERMITONLY$250.00 FINEF.S. 316.1955PENALTYCivilCorp Engineering, Inc. 630 N. Wymore Rd Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1138 5'³³CivilCorp Engineering, Inc. 630 N. Wymore Rd Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1139 W.S. Detail 6-9-00W.S. Detail 6-9-00W.S. DETAIL 6-9-00 BY DT16" AB0VE PIPE 09-24-981-22-01 CivilCorp Engineering, Inc. 630 N. Wymore Rd Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1140 CivilCorp Engineering, Inc. 630 N. Wymore Rd Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1141 XXXXTALMO STREETCENTERLINEOF50'PLATTED R/W X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 25.00'25.00'Seminole County Fire Department Tower Truck 42.775.52222.4584.33324.624Seminole County Fire Department Tower Truck Overall Length42.770ftOverall Width8.000ftOverall Body Height7.471ftMin Body Ground Clearance0.721ftTrack Width8.000ftLock-to-lock time5.00sCurb to Curb Turning Radius41.666ftCivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1142 27.8833.38317.083TRASH TRUCKOverall Length27.883ftOverall Width8.042ftOverall Body Height10.488ftMin Body Ground Clearance1.318ftTrack Width8.042ftLock-to-lock time6.00sCurb to Curb Turning Radius27.400ftXXXXTALMO STREETCENTERLINEOF50'PLATTED R/W X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 25.00'25.00'TRASH TRUCK CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 1143 FILE: Z:\4 Studio\Projects\2020\20050-Living Life Development\2 Autocad\5 Permit\Sheets\20050-Living Life REV-5.dwgDRAWING SIZE: 24" X 36"PRINT DATE: 22-Jun-23 Sheet Number:c Innovations Design Group, Inc.Approved By: MMProject No:20050Drawn By: RRDate: 12/16/20Scale: SEE PLANDesigned By: RRRev: Date: Description: By:Living Life Development Winter Springs Fl.LS-00INNOVATIONSDGE S I G NR O U P1A23456789101112131415161718192021222324252627282930BCDEFGHIJKLMNOPQRSTUVWSeal:Designed By:Consultants:Owner:VERSIONS OF THIS DRAWING THAT DO NOT BEAR THE SEAL AND SIGNATURE OF THE ARCHITECT RESPONSIBLE FOR THEM AREISSUED FOR INFORMATION ONLY AND ARE NOT INTENDED OR SUITABLE FOR CONSTRUCTION OF THE PROJECT. THE DRAWING MAYNOT BE COMPLETE, MAY BE IN THE PROCESS OF DEVELOPMENT, AND IS SUBJECT TO MODIFICATIONS BY THE ARCHITECT WITHOUTNOTICE TO RECIPIENT. ONLY SEALED AND SIGNED DRAWINGS ARE AUTHORITATIVE COPIES OF THE ARCHITECT'S INSTRUMENTS OFSERVICE. OWNER AND OWNER'S CONSTRUCTION CONTRACTOR WILL BE INFORMED OF MODIFICATIONS TO SEALED AND SIGNEDDRAWINGS.WWW.INNOVATIONS-DESIGN.COM1200 HILLCREST ST., STE 305ORLANDO, FL32803407-440-3574 1 02/14/22BASE/ CITYAA 2 07/25/22BASE/ CITYDF309/16/22CITYRR404/05/23BASE/CITYFA506/22/23BASE/EX TREESRRPLANT LISTKEYBOTANICAL NAMECOMMON NAMESPECIFICATIONTREECREDITLARGE TREESMG23Magnolia grandifloraSouthern MagnoliaFG; 2.5" Cal. 12' Ht.5:1QV74Quercus VirginianaLive OakFG; 4.5'' Cal. 12'-14' Ht5:1UP55Ulmus alataWinged elmFG; 3'' Cal. 10'-12' Ht3:1SHRUBSIV667Ilex Vomitora Yaupon Holly36" Ht. 30" OCVO19Viburnum odoratissimumSweet Viburnum36" Ht. 30" OCTURFSODASREQUIREDPaspalum notatumArgentine BahiaSODPERMIT LANDSCAPE NOTES LANDSCAPE INSTALLATION NOTES :1.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND BASE INFORMATION PRIOR TO INITIATING PLANTING INSTALLATION. ALL EXISTINGPLANTING SHALL REMAIN INTACT AND UNDISTURBED UNLESS OTHERWISE NOTED ON THE PLANS.2.CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM PRIOR TO DIGGING FOR VERIFICATION OF ALL UNDERGROUNDUTILITIES, IRRIGATION AND ALL OTHER OBSTRUCTIONS AND COORDINATE WITH OWNER'S REPRESENTATIVE PRIOR TO INITIATING OPERATIONS. DRAWINGSARE PREPARED ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS.3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH EXISTING SITE CONDITIONS PRIOR TO INITIATING PLANTING. ALL EXISTING SITE FURNISHINGS,PAVING, LANDSCAPE AND OTHER ELEMENTS TO REMAIN SHALL BE PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED.4.UNLESS OTHERWISE NOTED, THE LIMITS OF CONSTRUCTION ARE THE CLEARING LIMITS NOTED ON THE DRAWINGS. (REFER TO CIVIL ENGINEERINGDRAWINGS).5.REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.6.LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH THE GENERAL CONSTRUCTION OF THE PROJECT INORDER NOT TO IMPEDE THE PROGRESS OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK.7.CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE EXISTING GROUND COVER FOR ALL PLANTING BEDS AS SPECIFIED PRIOR TO PLANTING INSTALLATION.CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ALL PORTIONS OF EXISTING LAWN AREAS DAMAGED WHILE COMPLETING PLANTING INSTALLATIONWITH THE SAME GRASS SPECIES TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PERFORM SOIL TESTING PRIOR TO INSTALLATION TO DETERMINE NUTRIENTS PRESENT IN SOIL, PH OF SOIL, AND SOIL TEXTURE OF TOP12" OF SOIL. BASED ON THE RESULTS OF THE TESTS THE CONTRACT SHALL MAKE THE NECESSARY AMENDMENTS TO SUPPORT THE HEALTH OF THE NEWLYINSTALLED PLANTS.9.ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THEAMERICAN ASSOCIATION OF NURSERYMEN (AAN) AND THE PROJECT MANUAL AND SPECIFICATIONS. PLANT MATERIALS SHALL EXCEED IN SOMEINSTANCES SOME SPECIFICATIONS IF NECESSARY TO MEET THE MINIMUM REQUIREMENTS OF OTHERS.10.ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH THE FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS AS PUBLISHED BYTHE STATE OF FLORIDA DEPARTMENT OF AGRICULTURE. ALL PLANT MATERIAL SHALL MEET FLORIDA #1 OR BETTER.11.ALL TREES SHALL HAVE SIX FEET (6') CLEAR TRUNK UNLESS OTHERWISE SPECIFIED.12.ALL CONTAINER SIZES NOTED ON PLANT LIST ARE MINIMUM. INCREASE SIZE IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. ANYMATERIAL NOT MEETING THE SPECIFIED SIZE SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.13.ALL TREE CALIPER SIZES NOTED ON PLANT LIST ARE MINIMUM. INCREASE SIZE IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS.ANYMATERIAL NOT MEETING THE SPECIFIED SIZE SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.14.ANY TREES WITH A TRUNK FORMED "V" SHAPE CROTCH WILL BE REJECTED.15.EROSION CONTROL FABRIC SHALL BE INSTALLED IN ALL SHRUB AND GROUND COVER PLANTING AREAS AS PER SPECIFICATIONS FOR ALL SLOPES THATEXCEED 3:1 . SEE GRADING PLANS FOR LOCATION OF SLOPES GREATER THAN 3:1 AND ADJACENT TO ANY WETLAND AREAS.16.TYPICALLY, SHRUB AND GROUND COVER PLANTINGS ARE SHOWN AS MASS PLANTING BEDS. PLANTS SHALL BE PLACED ON A TRIANGULAR SPACINGCONFIGURATION (STAGGERED SPACING). PLANT CENTER TO CENTER DIMENSIONS (O.C.) ARE LISTED UNDER "SPACING" ON THE PLANT LIST.17.LANDSCAPE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT MATERIAL PRIOR TO INITIATING INSTALLATION FOR THE REVIEW ANDAPPROVAL OF THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ANY MATERIAL INSTALLED WITHOUT APPROVAL IS SUBJECT TO BEINGRELOCATED AT THE CONTRACTOR'S EXPENSE.18.LANDSCAPE CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO ALL EXISTING UNDERGROUNDUTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND SHALL BECOORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT.19.CONTRACTOR SHALL MULCH ALL NEW PLANT MATERIAL THROUGHOUT AND COMPLETELY TO DEPTH OF 3" UTILIZING HARDWOOD MULCH UNLESSOTHERWISE SPECIFIED.20.ANY SUBSTITUTIONS IN SIZE AND/OR PLANT MATERIAL MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE BEFOREPLANTING CAN BEGIN.21.CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANT LIST, GENERAL NOTES AND THE PROJECT MANUAL (IF AVAILABLE) ANDSPECIFICATIONS FOR FURTHER AND COMPLETE LANDSCAPE PLANTING INSTRUCTIONS.22.LANDSCAPE CONTRACTOR SHALL COORDINATE ALL LANDSCAPE PLANTING WORK WITH IRRIGATION WORK. LANDSCAPE WATERING AS REQUIRED BYOWNER'S REPRESENTATIVE TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HANDWATERING IN ALL PLANTING AREAS, REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION.23.LANDSCAPE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED ANDDEPOSITED OFF-SITE DAILY. ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS DIRECTED BY THE OWNER'SREPRESENTATIVE.24.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING OF ALL AREAS INCLUDING CREATING POSITIVE DRAINAGE AWAY FROMBUILDINGS.25.LANDSCAPE CONTRACTOR SHALL RE-GRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION AND/OR INSTALLATION WORK. LANDSCAPECONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT MATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL,RELOCATION AND/OR INSTALLATION.26.CONTRACTORS SHALL COMPLY WITH ALL NPDES REQUIREMENTS.Notes:-ALL TURF AREAS ON THE PROPERTY SHALL USE BAHIA TURF. NO ST. AUGUSTINE TURF OR TURF TYPES WITH LOW DROUGHT TOLERANCESHALL BE PERMITTED.41144 1145 FILE: Z:\4 Studio\Projects\2020\20050-Living Life Development\2 Autocad\5 Permit\Sheets\20050-Living Life REV-5.dwgDRAWING SIZE: 24" X 36"PRINT DATE: 22-Jun-23 Sheet Number:c Innovations Design Group, Inc.Approved By: MMProject No:20050Drawn By: RRDate: 12/16/20Scale: SEE PLANDesigned By: RRRev: Date: Description: By:Living Life Development Winter Springs Fl.LS-02INNOVATIONSDGE S I G NR O U P1A23456789101112131415161718192021222324252627282930BCDEFGHIJKLMNOPQRSTUVWSeal:Designed By:Consultants:Owner:VERSIONS OF THIS DRAWING THAT DO NOT BEAR THE SEAL AND SIGNATURE OF THE ARCHITECT RESPONSIBLE FOR THEM AREISSUED FOR INFORMATION ONLY AND ARE NOT INTENDED OR SUITABLE FOR CONSTRUCTION OF THE PROJECT. THE DRAWING MAYNOT BE COMPLETE, MAY BE IN THE PROCESS OF DEVELOPMENT, AND IS SUBJECT TO MODIFICATIONS BY THE ARCHITECT WITHOUTNOTICE TO RECIPIENT. ONLY SEALED AND SIGNED DRAWINGS ARE AUTHORITATIVE COPIES OF THE ARCHITECT'S INSTRUMENTS OFSERVICE. OWNER AND OWNER'S CONSTRUCTION CONTRACTOR WILL BE INFORMED OF MODIFICATIONS TO SEALED AND SIGNEDDRAWINGS.WWW.INNOVATIONS-DESIGN.COM1200 HILLCREST ST., STE 305ORLANDO, FL32803407-440-3574 1 02/14/22BASE/ CITYAA 2 07/25/22BASE/ CITYDF309/16/22CITYRR404/05/23BASE/CITYFA506/22/23BASE/EX TREESRRPERMIT LANDSCAPE DETAILS<10'-0"Scale:Root BarrierN.T.S.7NOTE:ARBOR TIE STAKINGCOMPONENTS AS MANUF.BY STAKING SYSTEMS INC.OR APPROVED EQUAL120°120°120°STAKING PLANNOTE:CONTRACTOR SHALLASSURE PERCOLATIONOF ALL PLANTINGPITS PRIOR TOINSTALLATION6" TYP.12" TYP.NOTE:CONTRACTOR SHALLASSURE PERCOLATIONOF ALL PLANTINGPITS PRIOR TOINSTALLATIONNOTE:ARBOR TIE STAKINGCOMPONENTS AS MANUF.BY STAKING SYSTEMS INC.OR APPROVED EQUAL120°120°120°24"MIN.STAKING PLAN (65-100 Gal. Trees)90°90°90°90°TYP.NOTE:18" MIN.6"1. FINAL TREE STAKING DETAILS ANDPLACEMENT TO BE APPROVED BY THE L.A.2. CONTRACTOR SHALL ASSURE PERCOLATIONOF ALL PLANTING PITS PRIOR TO INSTALLATION6" TYP.TREE PIT 2XROOTBALL DIA.NOTE:CONTRACTOR SHALL ASSURE PROPERDRAINAGE AWAY FROM BUILDING1'-6" CLR.MIN.SLOPEMULCH, TYP.INSTALL PLANTS AS SPEC'D ONPLANTING PLANS (SEE L-53.01)6" TYP.NOTE:CONTRACTOR SHALLASSURE PERCOLATIONOF ALL PLANTING PITS/BEDSPRIOR TO INSTALLATION4" TYP.Scale:Tree Planting (65-100 Gal.)N.T.S.Scale:Foundation PlantingN.T.S.Scale:Tree Planting (15-45 Gal.)N.T.S.Scale:Multi-Trunk Tree PlantingN.T.S.STAKING PLAN (>100 Gal. Trees)UNDISTURBED SOILAUGER PER SPEC'S FOR PERCOLATIONLODGE POLES EXTEND MIN. 2' INTOUNDISTURBED SOILNOTE:ARBOR TIE STAKINGCOMPONENTS AS MANUF.BY STAKING SYSTEMS INC.OR APPROVED EQUAL120°120°120°STAKING PLANNOTE:CONTRACTOR SHALLASSURE PERCOLATIONOF ALL PLANTINGPITS PRIOR TOINSTALLATIONScale:Curbed Island PlantingsN.T.S.34658Scale:Shrub & Groundcover PlantingN.T.S.1PLANT MATERIAL SHALL BE PLANTED 2" HIGH INHOLE W/ SOIL MOUNDING UP TO TOP OF ROOTBALL3" LAYER OF MULCH; SEE PLANT LIST FOR TYPE6" SOIL BERM TO HOLD WATER12" MIN. DEPTH OF PLANTING SOIL FORGROUNDCOVER BEDFINISH GRADE (SEE GRADING PLAN)PREPARE PLANTING SOIL AS SPEC'D. WHENGROUNDCOVER& SHRUBS ARE USED IN MASS,ENTIRE BED TO BE EXCAVATED TO RECEIVEPLANTING SOIL&PLANT MATERIAL, EXCEPTAS SPEC'D; SEE PLANT LIST.WRAP NYLON STRAPPING AT FIRST BRANCHES. MIN.4'-6'FROM GROUND1 12" MIN. NYLON STRAPPINGHAND TENSION BUCKLENO MULCH NEAR TRUNKSET TOP OF ROOT BALL 2" ABOVE FIN.GR.3" LAYER OF MULCH; SEE PLANT LIST FOR TYPE6" SOIL BERM TO HOLD WATERFINISH GRADEARROWHEAD ANCHORB&B OR CONTAINERIZED ROOTBALLSEE SPEC'S FOR ROOTBALL REQM'TPREPARE PLANTING SOIL AS SPEC'DUNDISTURBED SOILWRAP NYLON STRAPPING AT FIRST BRANCHES.MIN.3'-0' FROM GROUNDB&B OR CONTAINERIZED (SEE SPECIFICATIONS FORROOTBALL REQUIREMENTS)3" MINIMUM OF MULCHSOIL BERM TO HOLD WATERFINISH GRADEUNDISTURBED SOILTHREE 2"X4"X8" LODGE POLES SPACE EVENLYAROUND THE TREE EXTEND MIN. 2' INTO SOILPREPARED PLANTING SOIL AS SPECIFIED2" NYLON STRAPPINGTHREE 2"X2"X8' STAKES3" MULCH AS SPECIFIEDSOIL BERM TO HOLD WATERFINISHED GRADE-SOD CONDITIONB&B OR CONTAINERIZED (SEESPECIFICATIONS FORROOTBALL REQUIREMENTS)PREPARED PLANTING SOIL AS SPECIFIEDWRAP NYLON STRAPPING AT FIRST BRANCHESMIN.3'-0' FROM GROUNDTHREE 2"X4"X8' LODGE POLES PAINTED BROWN;SPACE EVENLY AROUND THE TREE) 2 PER 30 GAL. TREE,3 PER 65 GAL. TREE)SOIL BERM 6" ABOVE TOP OF CURBB&B OR CONTAINERIZED (SEE SPECIFICATIONS FORROOTBALL REQUIREMENTS)3" MINIMUM OF MULCH (TYP.)CURBScale:Tree Protection DetailN.T.S.21/4"D. YELLOW ORORANGE NYLON OR POLYROPEEXISTING TREES2X4" WOOD POSTS OUTSIDE DRIP LINE1/4"D. YELLOW ORORANGE NYLON OR POLYROPEEXISTING TREE2X4" WOOD POSTS OUTSIDE DRIP LINEPLAN VIEWTREE PROTECTION NOTES:During periods of development and construction, the areaswithin the drip-line of preserved trees shall be maintained attheir original grade with pervious landscape material. Withinthese areas, there shall be no trenching or cutting of roots; no fill,compaction or removal of soil; and , no use of concrete, paint,chemicals or other foreign substances.NOTE:ROOT BARRIER IS REQUIRED ON EITHER SIDE, OR BOTH SIDES, OFANY TREE INSTALLED WITHIN 10' OF WALLS, CURBS, SIDEWALKSAND UNDERGROUND UTILITIESPROPOSED TREE12 LF 24"DEEP OF DEEPROOT UB 24-2WALLS, CURBS, SIDEWALKS AND MUNICIPAL UTILITY; REFER TO CIVILENG. AND/OR AS-BUILT DRAWINGSTO CONFIRM1146 XXXXXXXOHE OHE OHE OHERWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW RWX X X X X X X X X X X X X X X X X X X X X X X X X XWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXRW RW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXSAVED TREES(TYPICAL)SAVED TREES(TYPICAL)SAVED TREES(TYPICAL)SAVED TREES(TYPICAL)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXREMOVED TREES (TYPICAL)REMOVED TREES (TYPICAL)REMOVED TREES (TYPICAL)REMOVED TREES (TYPICAL)TREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OR OVERTREE 24'' OROVERSAVED TREES(TYPICAL)TREE 24'' OR OVERTREE 24'' OR OVERSAVED TREES(TYPICAL)SAVED TREES(TYPICAL)FILE: Z:\4 Studio\Projects\2020\20050-Living Life Development\2 Autocad\5 Permit\Sheets\20050-Living Life REV-5.dwgDRAWING SIZE: 24" X 36"PRINT DATE: 22-Jun-23 Sheet Number:c Innovations Design Group, Inc.Approved By: MMProject No:20050Drawn By: RRDate: 12/16/20Scale: SEE PLANDesigned By: RRRev: Date: Description: By:Living Life Development Winter Springs Fl.TM-01INNOVATIONSDGE S I G NR O U P1A23456789101112131415161718192021222324252627282930BCDEFGHIJKLMNOPQRSTUVWSeal:Designed By:Consultants:Owner:VERSIONS OF THIS DRAWING THAT DO NOT BEAR THE SEAL AND SIGNATURE OF THE ARCHITECT RESPONSIBLE FOR THEM AREISSUED FOR INFORMATION ONLY AND ARE NOT INTENDED OR SUITABLE FOR CONSTRUCTION OF THE PROJECT. THE DRAWING MAYNOT BE COMPLETE, MAY BE IN THE PROCESS OF DEVELOPMENT, AND IS SUBJECT TO MODIFICATIONS BY THE ARCHITECT WITHOUTNOTICE TO RECIPIENT. ONLY SEALED AND SIGNED DRAWINGS ARE AUTHORITATIVE COPIES OF THE ARCHITECT'S INSTRUMENTS OFSERVICE. OWNER AND OWNER'S CONSTRUCTION CONTRACTOR WILL BE INFORMED OF MODIFICATIONS TO SEALED AND SIGNEDDRAWINGS.WWW.INNOVATIONS-DESIGN.COM1200 HILLCREST ST., STE 305ORLANDO, FL32803407-440-3574 1 02/14/22BASE/ CITYAA 2 07/25/22BASE/ CITYDF309/16/22CITYRR404/05/23BASE/CITYFA506/22/23BASE/EX TREESRR20'040'80'NORTHSCALE: 1" = 40'-0"PERMIT TREE MITIGATION PLANLEGENDX-REMOVED TREE-SAVED TREE41147 FILE: Z:\4 Studio\Projects\2020\20050-Living Life Development\2 Autocad\5 Permit\Sheets\20050-Living Life REV-5.dwgDRAWING SIZE: 24" X 36"PRINT DATE: 22-Jun-23 Sheet Number:c Innovations Design Group, Inc.Approved By: MMProject No:20050Drawn By: RRDate: 12/16/20Scale: SEE PLANDesigned By: RRRev: Date: Description: By:Living Life Development Winter Springs Fl.IR-00INNOVATIONSDGE S I G NR O U P1A23456789101112131415161718192021222324252627282930BCDEFGHIJKLMNOPQRSTUVWSeal:Designed By:Consultants:Owner:VERSIONS OF THIS DRAWING THAT DO NOT BEAR THE SEAL AND SIGNATURE OF THE ARCHITECT RESPONSIBLE FOR THEM AREISSUED FOR INFORMATION ONLY AND ARE NOT INTENDED OR SUITABLE FOR CONSTRUCTION OF THE PROJECT. THE DRAWING MAYNOT BE COMPLETE, MAY BE IN THE PROCESS OF DEVELOPMENT, AND IS SUBJECT TO MODIFICATIONS BY THE ARCHITECT WITHOUTNOTICE TO RECIPIENT. ONLY SEALED AND SIGNED DRAWINGS ARE AUTHORITATIVE COPIES OF THE ARCHITECT'S INSTRUMENTS OFSERVICE. OWNER AND OWNER'S CONSTRUCTION CONTRACTOR WILL BE INFORMED OF MODIFICATIONS TO SEALED AND SIGNEDDRAWINGS.WWW.INNOVATIONS-DESIGN.COM1200 HILLCREST ST., STE 305ORLANDO, FL32803407-440-3574 1 02/14/22BASE/ CITYAA 2 07/25/22BASE/ CITYDF309/16/22CITYRR404/05/23BASE/CITYFA506/22/23BASE/EX TREESRRPERMIT IRRIGATION NOTES 1148 XXXXXXXOHE OHE OHE OHE OHERWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXXX2" RECLAIM IRRIGATIONMETER & DCVAIRRIGATIONCONTROLLERBUILDINGBUILDINGBUILDINGMAIN LINEMAIN LINEMAIN LINEEXISTING RECLAIMIRRIGATION WATER PIPEFILE: Z:\4 Studio\Projects\2020\20050-Living Life Development\2 Autocad\5 Permit\Sheets\20050-Living Life REV-5.dwgDRAWING SIZE: 24" X 36"PRINT DATE: 22-Jun-23 Sheet Number:c Innovations Design Group, Inc.Approved By: MMProject No:20050Drawn By: RRDate: 12/16/20Scale: SEE PLANDesigned By: RRRev: Date: Description: By:Living Life Development Winter Springs Fl.IR-01INNOVATIONSDGE S I G NR O U P1A23456789101112131415161718192021222324252627282930BCDEFGHIJKLMNOPQRSTUVWSeal:Designed By:Consultants:Owner:VERSIONS OF THIS DRAWING THAT DO NOT BEAR THE SEAL AND SIGNATURE OF THE ARCHITECT RESPONSIBLE FOR THEM AREISSUED FOR INFORMATION ONLY AND ARE NOT INTENDED OR SUITABLE FOR CONSTRUCTION OF THE PROJECT. THE DRAWING MAYNOT BE COMPLETE, MAY BE IN THE PROCESS OF DEVELOPMENT, AND IS SUBJECT TO MODIFICATIONS BY THE ARCHITECT WITHOUTNOTICE TO RECIPIENT. ONLY SEALED AND SIGNED DRAWINGS ARE AUTHORITATIVE COPIES OF THE ARCHITECT'S INSTRUMENTS OFSERVICE. OWNER AND OWNER'S CONSTRUCTION CONTRACTOR WILL BE INFORMED OF MODIFICATIONS TO SEALED AND SIGNEDDRAWINGS.WWW.INNOVATIONS-DESIGN.COM1200 HILLCREST ST., STE 305ORLANDO, FL32803407-440-3574 1 02/14/22BASE/ CITYAA 2 07/25/22BASE/ CITYDF309/16/22CITYRR404/05/23BASE/CITYFA506/22/23BASE/EX TREESRR20'040'80'NORTHSCALE: 1" = 40'-0"PERMIT IRRIGATION PLAN 1149 FILE: Z:\4 Studio\Projects\2020\20050-Living Life Development\2 Autocad\5 Permit\Sheets\20050-Living Life REV-5.dwgDRAWING SIZE: 24" X 36"PRINT DATE: 22-Jun-23 Sheet Number:c Innovations Design Group, Inc.Approved By: MMProject No:20050Drawn By: RRDate: 12/16/20Scale: SEE PLANDesigned By: RRRev: Date: Description: By:Living Life Development Winter Springs Fl.IR-02INNOVATIONSDGE S I G NR O U P1A23456789101112131415161718192021222324252627282930BCDEFGHIJKLMNOPQRSTUVWSeal:Designed By:Consultants:Owner:VERSIONS OF THIS DRAWING THAT DO NOT BEAR THE SEAL AND SIGNATURE OF THE ARCHITECT RESPONSIBLE FOR THEM AREISSUED FOR INFORMATION ONLY AND ARE NOT INTENDED OR SUITABLE FOR CONSTRUCTION OF THE PROJECT. THE DRAWING MAYNOT BE COMPLETE, MAY BE IN THE PROCESS OF DEVELOPMENT, AND IS SUBJECT TO MODIFICATIONS BY THE ARCHITECT WITHOUTNOTICE TO RECIPIENT. ONLY SEALED AND SIGNED DRAWINGS ARE AUTHORITATIVE COPIES OF THE ARCHITECT'S INSTRUMENTS OFSERVICE. OWNER AND OWNER'S CONSTRUCTION CONTRACTOR WILL BE INFORMED OF MODIFICATIONS TO SEALED AND SIGNEDDRAWINGS.WWW.INNOVATIONS-DESIGN.COM1200 HILLCREST ST., STE 305ORLANDO, FL32803407-440-3574 1 02/14/22BASE/ CITYAA 2 07/25/22BASE/ CITYDF309/16/22CITYRR404/05/23BASE/CITYFA506/22/23BASE/EX TREESRRPERMIT IRRIGATION DETAILSScale:Remote Control ValveN.T.S.Scale:Rain and Freeze SensorN.T.S.Scale:Quick Coupler ValveN.T.S.Scale:Rotor HeadN.T.S.Scale:Spray HeadN.T.S.2Scale:Irrigation ControllerN.T.S.Scale:Gate ValveN.T.S.3457611150 5 YEAR / 10 YEAR OVERLAY ALONG , SR 434 1151 1152 1153 1154 1155 04 PERIMETER FENCE - OPTION 04 3/8" = 1'-0" 0 1' 2' 4' 6' PRE-CAST CAP STONE VENEER MATCHING BLDG 6'-0"8'-0" BLACK METAL FENCING 01 PERIMETER FENCE - OPTION 1 3/8" = 1'-0" 0 1' 2' 4' 6' 02 PERIMETER FENCE - OPTION 2 3/8" = 1'-0" 0 1' 2' 4' 6' STUCCO BLACK METAL FENCING STUCCO PRE-CAST CAP STONE VENEER MATCHING BLDG PRECAST CONCRETE WATER TABLE PRE-CAST CAP 6'-0"6'-0"8'-0" 8'-0" PRE-CAST CAP 03 PERIMETER FENCE - OPTION 3 3/8" = 1'-0" 0 1' 2' 4' 6' PRE-CAST CAP STUCCO STONE VENEER MATCHING BLDG 6'-0"8'-0" PRE-CAST CAP STUCCO COPYRIGHT STATEMENT These documents, their contents, and the ideas, designs, and concepts presented here-in are the property of ELEVEN18 Architecture and are issued only for the specific project noted on these documents. Holders of these documents that have established a mutually agreed contractual relationship with ELEVEN18 Architecture have been granted a limited license to reproduce these documents in relationship to the specific project referenced. All others are subject to US Copyright Law as defined by Title 17 of the United States Code and other regional laws as may apply. Any revisions, reproductions, modifications, or re-use of these documents without the express written consent of ELEVEN18 Architecture is prohibited by Law. REVISIONS #DATE DESC. 22 JUN 2022 PROJECT CLIENT: FL License: AA26001884 Mailing Address: 424 E. Central Blvd. #542 Orlando, FL 32801 www.eleven18architecture.com Physical Address: 1011 E. Colonial Dr. #307 Orlando, FL 32803 407-745-5300 © Copyright 2019 ELEVEN18 ARCHITECTURE, PL All Rights Reserved Worldwide A WOMEN'S BUSINESS ENTERPRISE ELEVEN18 PROJECT LEAD: Matt Conte 407-745-5300 mconte@eleven18architecture.com PROJECT TEAM: Molly Cummins, Tatiana Khalil, Gabriela Salazar Kimberly Day McCann, AIA FL. REG.#AR0091738 Mark Adams, AIA FL. REG.#AR0094473 Matthew A Conte, AIA FL. REG.#AR0096819 CONTRACTOR NAME: AMCO DEVELOPMENT INC. Aaron Hakim FL CGC1524101 1830 Plymouth Sorrento Rd. Apopka, FL 32712 ILF WINTER SPRINGS Perimeter Wall A603 1156 1.SEE CIVIL DRAWINGS FOR EXACT LOCATION AND SIZE OF DUMPSTER 2.CONTRACTOR TO VERIFY THE OPENING WIDTH AND ALL OTHER DIMENSIONS COMPLY WITH CITY ORDINANCES AND WASTE MANAGEMENT REQUIREMENTS. 3.REFER TO SHEET A-000 FOR BUILDING FINISHES TO MATCH TRASH ENCLOSURE WALLS. 4.ALL EXPOSED METAL FRAMING, METAL COPING AND METAL ROOF DECK GATES PAINTED POWDER COAT BLACK. GENERAL NOTES 6'-0"EQ 5'-0"6'-0"EQ 21'-0"12'-0"05 A-602 03 A-602 02 A-602 01 DUMPSTER ENCLOSURE - PLAN 3/8" = 1'-0" 0 1' 2' 4' 6' 6" Ø CONCRETE FILLED PIPE BOLLARD512"8'-6"STONE VENEER MATCHING THE BUILDING STONE VENEER (CORONADO PRO LEDGE/BLACK FOREST) PRECAST CONCRETE COPING 8'-6"STONE VENEER MATCHING THE BLDG. (CORONADO PRO LEDGE/BLACK FOREST) PRECAST CONCRETE COPING 10'-0" min CLEAR10'-0" min CLEAR NORTH 6" Ø CONCRETE FILLED PIPE BOLLARD 04 A-602 02 DUMPSTER ENCLOSURE - WEST ELEVATION 3/8" = 1'-0" 0 1' 2' 4' 6' STEEL PULL HANDLES, TYP. STEEL ANGLE GATE FRAME W/CORRUGATED MTL. ROOF DECK, FINISH WITH EPOXY PAINT. SEE DETAILS THIS SHEET. EXTRA HEAVY-DUTY GATE HINGE TO HANDLE WEIGHT OF GATE, TYP. SEE DETAILS, THIS SHEET SURFACE BOLTS HOLD GATES CLOSED WHEN NOT IN USE, TYP. HEAVY DUTY CASTERS AT ENDS OF GATES HORIZONTAL BRACING LOCKABLE HASP WESTERN RED CEDAR OR EQUAL. STAN 03 DUMPSTER ENCLOSURE - EAST ELEVATION 3/8" = 1'-0" 0 1' 2' 4' 6' 04 DUMPSTER ENCLOSURE - SOUTH ELEVATION 3/8" = 1'-0" 0 1' 2' 4' 6' 05 DUMPSTER ENCLOSURE - SECTION 3/8" = 1'-0" 0 1' 2' 4' 6'8'-1118"4'-0" REINFORCED TIE BEAM 8" REINFORCED CMU WALL W/ FILLED CELLS 6" Ø CONCRETE FILLED STEEL PIPE BOLLARD 1/2" EXPANSION JOINT W/ SEALANT, BACKER ROD & COMPRESSIBLE FILL 6" THICK CONCRETE SLAB COMPACTED SOIL 1'-0" SLOPE SLOPE NOTE: SEE STRUCTURAL DRAWINGS 8'-6" T/CMUPRECAST CONCRETE COPING SLOPE HEAVY DUTY CASTERS AT ENDS OF GATES 22'-9 1 4" 13'-4 12" 5"Ø SCH 80 STL PIPE, CONC. FILLED. PAINT PER SCHED. HINGE DETAIL (FRONT VIEW)07 3" = 1' - 0" 1"x1" STL BAR STOP. WELD SIDES & TOP ONLY. 6" SCH 80 SLEEVE/HINGE (DO NOT WELD TO 5" PIPE) 3x2TS FULLY WELDED TO 6"SLEEVE & GATE FRAME ZERK GREASE FITTING 6" SCH 80 SLEEVE FULLY WELDED TO 5" PIPE COL. METAL DECK, WELD TO FRAME <3x3x 3 16 GATE FRAME. MITER AND WELD CORNERS. 5"Ø SCH 80 STL PIPE, CONC. FILLED. PAINT PER SCHED. 1"x1" STL BAR STOP. WELD SIDES & TOP ONLY. 6" SCH 80 SLEEVE/HINGE (DO NOT WELD TO 5" PIPE) ZERK GREASE FITTING 6" SCH 80 SLEEVE FULLY WELDED TO 5" PIPE COL. HINGE DETAIL (SIDE VIEW)06 3" = 1' - 0" COPYRIGHT STATEMENT These documents, their contents, and the ideas, designs, and concepts presented here-in are the property of ELEVEN18 Architecture and are issued only for the specific project noted on these documents. Holders of these documents that have established a mutually agreed contractual relationship with ELEVEN18 Architecture have been granted a limited license to reproduce these documents in relationship to the specific project referenced. All others are subject to US Copyright Law as defined by Title 17 of the United States Code and other regional laws as may apply. Any revisions, reproductions, modifications, or re-use of these documents without the express written consent of ELEVEN18 Architecture is prohibited by Law. REVISIONS #DATE DESC. 22 JUN 2022 PROJECT CLIENT: FL License: AA26001884 Mailing Address: 424 E. Central Blvd. #542 Orlando, FL 32801 www.eleven18architecture.com Physical Address: 1011 E. Colonial Dr. #307 Orlando, FL 32803 407-745-5300 © Copyright 2019 ELEVEN18 ARCHITECTURE, PL All Rights Reserved Worldwide A WOMEN'S BUSINESS ENTERPRISE ELEVEN18 PROJECT LEAD: Matt Conte 407-745-5300 mconte@eleven18architecture.com PROJECT TEAM: Molly Cummins, Tatiana Khalil, Gabriela Salazar Kimberly Day McCann, AIA FL. REG.#AR0091738 Mark Adams, AIA FL. REG.#AR0094473 Matthew A Conte, AIA FL. REG.#AR0096819 CONTRACTOR NAME: AMCO DEVELOPMENT INC. Aaron Hakim FL CGC1524101 1830 Plymouth Sorrento Rd. Apopka, FL 32712 ILF WINTER SPRINGS 1157 Pro-Ledge® Pro-Ledge® color: Huron Drystacked Pro-L edge® color: WHite Drystacked Choices Specific to Pro-Ledge® Standard Colors: Huron, Black Forest, White, Oakbrook, Brookside, Alaskan Sunset. Custom colors may be available for an upcharge. Grout Joint Width: Drystacked Grouting Options: Drystacked Grout Joint Color: Color should be added to mortar to compliment stone color. Accessories: Corners, Complementary Tiles, Wall Caps, Post Caps and more. (See Accessories section of binder) Special Installation Notes Pattern: Do not install stones vertically. Blend the stone on the wall from several different boxes to ensure proper color and size variation. See catalog photos for recommended installation pattern. Chalk Lines: Should be used by installer to ensure a straight and level pattern. Sealing: Not required. However, if installed on an exterior exposed to excessive water from runoff or improper drainage, we suggest the product be sealed in that particular area to protect it from staining or spalling during freeze-thaw cycles. Freeze-Thaw: When installing stone in a freeze-thaw environment, extra care should be taken to ensure a full coverage of mortar on the back of each stone, which will prevent water pooling behind the stone after it has been installed. Drystacked: A polymer-modified mortar should be used for all drystacked applications. Installation Info: Download Coronado's latest installation instructions at www.coronado.com for information on mortar and installation recommendations. Profile Properties Size: 4" panels in height and up to 20" in length. Corner returns range from 3¾" to 10" (nominal). Thickness: 1" to 1½" (nominal). We ight: 7 to 10 lbs. per square foot. Packaging: Available in big boxes (125 sq ft Flats or 100 ln ft Corners) or Dura-Paks (15 sq ft Flats or 12 ln ft Corners). When purchasing Pro-Ledge®, coverage is based on installation with tightly-fitted joints. (Note: Square Footage and Linear Footage quantities may vary per region) Installation Specifications CSI – 3 Part Spec available at www.CORONADO.com/ArchitecturalResources 1158 1159 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT NEMO ETC, LLC PHONE: (203) 262 -9245 FAX: (203) 262 -9243 www.nemoetc.com January 1, 2020 RE: Certification of Independence, Florida F.A.C. Rule 61G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61G20-3: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. Building Code Evaluations issued by NEMO|etc. and Robert Nieminen, P.E. are not, in any way, to be construed to mean or imply that NEMO|etc. or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Robert Nieminen, P.E. President Florida Reg. No. 59166 1160 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Coronado Stone Products 11191 Calabash Avenue Fontana, CA 92337 (800) 847-8663 Evaluation Report 1-CSP-18-001.A-R1 FL31373-R1 Date of Issuance: 02/07/2020 Revision 1: 10/12/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Coronado Stone Adhered Masonry Veneer LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words “NEMO|etc. Evaluated” may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/12/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing produ cts for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC, LLC 1161 NEMO|etc. NEMO ETC, LLC Evaluation Report 1-CSP-18-001.A-R1 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL31373-R1 Coronado Stone Products Revision 1: 10/12/2020 Page 2 of 3 PANEL WALLS - SIDING EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub-Category: Siding – Adhered Masonry Veneer Compliance Statement: Adhered Masonry Veneer, as produced by Coronado Stone Products, has demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing and analysis in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1405.10 Various TMS 402 2016 1609.1 Wind Resistance ASTM E330 2002 or 2014 2103.1 Material standard ASTM C1670 2016 3. REFERENCES: Entity Examination Reference Date Bishop/Clemson (TL-504) Compressive (C39/C1670) 8648-20280 02/21/2019 Bishop/Clemson (TL-504) Saturated weight (C140/C1670) 8548-19896 12/12/2018 Bishop/Clemson (TL-504) Shear bond (C482/C1670) 8648-20280 02/21/2019 CCL, INTL (TST1685) ASTM E330 CCLI-16-125 10/04/2016 SGS TEC (A2LA 3767.01) Linear dry shrinkage (C157/C1670) 18-1492 04/08/2019 SGS TEC (A2LA 3767.01) Freeze/thaw (C666/C1670) 12-0982 11/05/2019 ICC-ES (EVL2396) 2015 IBC/IRC Compliance ESR-2598 10/01/2019 QAI (QUA7628) Quality Control Inspection Report 08/25/2020 QAI (QUA7628) Quality Control Florida BCIS Current 4. PRODUCT DESCRIPTION: 4.1 Coronado Stone are precast concrete products produced to resemble natural stone or brick, used as a non- bearing adhered exterior veneer on wood- or steel-stud walls or concrete or masonry wall substrates. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to adhered masonry veneer components. Wall substrates shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Refer to FBC Section 1405.10, FBC Chapter 21 and TMS 402-16 for requirements and limitations for adhered masonry veneer. 5.4 This Evaluation Report does not include evaluation of fire classification. 5.5 The veneer units shall have a thickness range of min. 0.25-inch to max. 2-5/8 inch, maximum plan dimension of 36-inch and maximum area of 5 ft2. 1162 NEMO|etc. NEMO ETC, LLC Evaluation Report 1-CSP-18-001.A-R1 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL31373-R1 Coronado Stone Products Revision 1: 10/12/2020 Page 3 of 3 5.6 Transverse-load (wind) resistance: 5.6.1 Assembly 1: Concrete and Masonry Substrate Substrate: Concrete or masonry meeting FBC requirements to satisfaction of Authority Having Jurisdiction. Substrate prep: For direct-bond applications, the substrate shall be unsealed and unpainted, free of dirt, debris or other bond-breaking material. Painted, sealed or dirty concrete or masonry substrates shall be cleaned by sandblasting. Coronado Stone Veneer: Applied in ASTM C270 Type S mortar setting bed in accordance with Coronado Stone Products’ installation instructions and FBC 1405.10.1.5 MDP: +N/A -73.3 psf 5.6.2 Assembly 2: Stud Construction Substrate Wall framing: Minimum nominal 2x4 SPF (0.42 SG) lumber or minimum 20 ga. (0.033-inch) steel, spaced maximum 16” o.c. meeting FBC requirements to satisfaction of Authority Having Jurisdiction Wall sheathing: Wood structural panels, minimum nominal ½-inch plywood or 7/16-inch OSB meeting FBC requirements to satisfaction of Authority Having Jurisdiction. Water-resistive barrier: In accordance with FBC 1405.10.1.1 to satisfaction of Authority Having Jurisdiction. Metal Lath: In accordance with FBC 1405.10.1.4.1 to satisfaction of Authority Having Jurisdiction, but not less than minimum 2.5 lbs/yd2 galvanized, diamond mesh metal lath meeting ASTM C847, secured to the wall studs with fasteners spaced 6” o.c. vertically. Lath fasteners: Wood studs: Minimum 16-gauge x 15/16-inch crown-width corrosion-resistant staples of sufficient length for minimum ¾-inch penetration into the studs. Steel studs: Corrosion-resistant, self-drilling, self-tapping with a minimum 7/16-inch diameter pancake head of sufficient length for minimum 3/8” penetration through the studs Scratch coat: In accordance with FBC 1405.10.1.4.2 to satisfaction of AHJ, but not less than a ½-inch to ¾- inch scratch coat of ASTM C270, Type S mortar applied over the lath and allowed to cure for not less than 48-hours prior to veneer application. The scratch coat shall be moistened prior to application of the mortar setting bed. Coronado Stone Veneer: Applied in ASTM C270 Type S mortar setting bed in accordance with Coronado Stone Products’ installation instructions and FBC 1405.10.1.4.3. MDP: +/- 73.3 psf 5.6.3 Maximum Design Pressure (“MDP”) is the result of testing for wind load resistance based on allowable wind loads. 6. INSTALLATION: Coronado Stone Adhered Masonry Veneer shall be installed in accordance with FBC 1405.10, Coronado Stone Products’ published installation instructions, and the National Concrete Masonry Association Installation Guide for Adhered Manufactured Stone Veneer, subject to the Limitations / Conditions of Use herein. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Simpsonville, SC 9. QUALITY ASSURANCE ENTITY: QAI Laboratories (QUA7628); (604) 527-8378; mlansdowne@qai.org - END OF EVALUATION REPORT - 1163 1164 1165 1166 1167 1168 CivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Certificate of Authorization No. 29390 407‐516‐0437 November 11, 2022 City of Winter Springs Building Department 1126 E State Rd 434 Winter Springs, FL 32708 Re: Living Life Development | SP2021‐0002 Located in the 434 Overlay and C‐1 Zoning districts/Conservation Overlay To whom it may concern: The footprint of the project is continuous and there are not separate buildings per say. The building is comprised of a Central Clubhouse (Building B) and two Resident Wings (West Wing & East Wing) The Clubhouse floor plan is displayed below for reference. The calculations for square footage are also listed below. The Restaurant will seat 150 people and alcohol will be served on site. There is no “general store” on site. Building B: CLUBHOUSE | 2 Story approx. 22,430 SF The main entrance and reception area will house the concierge, administrative offices and marketing suites and mail room. The Clubhouse connects internally to the West and East Wings. The building will include common space amenities and dining experiences to facilitate a 150 seat restaurant, 37 seat pub, 16 seat café/bistro, multiple crafts/activities areas, hair salon/spa, 20 seat movie theatre, gym/fitness room, libraries/sitting areas and large outdoor patio spaces overlooking Lake Talmo. Restaurant incl Kitchen: 3,839 sf Bistro Café: 450 sf Pub/Game Room: 1,945 sf Offices: 1,450 sf 1169 City of Winter Springs November 11, 2022 Page 2 1130 Oviedo Rd, Winter Springs, FL 32708 Restaurant & Kitchen: 3,839 sf Bistro Café: 450 sf Pub/Game Room: 1,945 sf Offices: 1,450 sf 1170 City of Winter Springs November 11, 2022 Page 3 1130 Oviedo Rd, Winter Springs, FL 32708 1171 City of Winter Springs November 11, 2022 Page 4 1130 Oviedo Rd, Winter Springs, FL 32708 CLUBHOUSE SQ. FT. (LEVEL 2) 9,895 SF WEST WING SQ. FT. 77,712 SF 4 STORIES @ 19,428 SF EA CLUBHOUSE SQ. FT. CLUBHOUSE SQ. FT. (LEVEL 1 12,565 SF Should you have any questions or comments, please give me a call. Sincerely, CivilCorp Engineering, Inc. Stephen Allen, PE #59994 President TOTAL UNITS 140 UNIT MIX A1 (610 SQ. FT) = 40 B1 (853 SQ. FT) =52 B2 (864 SQ. FT) =4 B3 (975 SQ. FT) =28 =8 =8 =34% =66% A1 ‐ADA (610 SQ. FT) B1 ‐ADA (853 SQ.FT) A TYPE UNIT MIX B TYPE UNIT MIX TOTAL SQ FT. 180,348 SF CLUBHOUSE SQ. FT. (LEVEL 2) 9,895 SF CLUBHOUSE SQ. FT. (LEVEL 1) 12,565 22,430 80,2064 Stories @ 20,051.5.50 FAR = 182,080.8 SF 1172 CivilCorp Engineering, Inc. 630 N. Wymore Rd. Ste 310 Maitland, FL 32751 Certificate of Authorization No. 29390 407-755-1700 July 19, 2022 City of Winter Springs Building Department 1126 E State Rd 434 Winter Springs, FL 32708 Re: Living Life Development | SP2021-0002 Located in the 434 Overlay and C-1 Zoning districts/Conservation Overlay To Whom it May Concern: Attached is the written analysis and responses to the review criteria listed in Sec 20-33.1(Exhibit A). Should you have any questions or comments, please give me a call. Should you have any questions or comments, please give me a call. Sincerely, CivilCorp Engineering, Inc. Stephen Allen, PE #59994 President 1173 July 27, 2022 EXHIBIT “A” City of Winter Springs Building Department 1126 E State Rd 434 Winter Springs, FL 32708 Below are our responses to the review criteria listed in Section 20-33.1 of the City of Winter Springs Land Development Code. For clarity, we have put the criteria in bold and our responses in italics. Whether the applicant has demonstrated the site and final engineering plan and s ubdivision 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. The site has been designed per City of Winter Springs Land Development Code and is undergoing site plan review by the City of Winter Springs to ensure that all the items listed above are compatible and harmonious with adjacent land uses and will not adversely impact la nd use activities in the immediate vicinity. See construction plans. 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 automo bile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. The site has been designed per City of Winter Springs Land Development Code and is underg oing site plan review by the City of Winter Springs to ensure that all the required items are provided in the construction plans. See sheet C-4 of the construction plans. Whether the proposed site and final engineering plan and subdivision of land will ha ve an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Proposed site will have a positive impact on the local economy by creating additional jobs . Residents of the proposed independent living facil ity will spend their money on goods and services sold in the local economy, which will permanently boost the economy. 1174 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. Environmental study has been provided to the City in order to demonstrate that the proposed development will not have a negative impact on the environment. A variance will be requested for the noise study. Stormwater management for the site has been designed to prevent any flood hazards (see stormwater report). Landscape plan has been designed per City of Winter Springs code to prevent the growth of any noxious vegetation and promote the growth of desirable vegetation. 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. There are no existing historical, scenic, or cultural resources located on the existing site. Whether the proposed site and final engineering plan and subd ivision 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. The proposed private services have been designed per City of Winter Springs land development code and will not have any adverse on public services. Pedestrian connection to SR434 has been provided. No marinas are located near the site. Waterways (Lake talmo) will not be adversely affected. Proposed site is meeting the minimum setback from the Normal high-water Level of lake Talmo. Stormwater runoff from site will be treated and attenuated, per the City of Winter Springs Land Development, on site prior to discharging to Lake Talmo. 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 proje cted traffic on the immediate neighborhood, traffic circulation pattern for the neighborhood, and traffic flow through immediate intersections and arterials. All project access driveways will operate at an acceptable level of service and will not adversely impact the surrounding neighborhoods and streets. See traffic study. 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. Proposed development will increase the housing available to senior citizens (55 and older). The proposed independent living facility will not affect housing or social conditions in the area. The units are not for sale and will not affect the housing prices in the area. 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. 1175 Proposed development will not impact the odor, emission, noise, glare, and vibration impacts on adjacent land. Building and parking lot will be designed to prevent adverse vibration impacts on neighboring property. Dumpster enclosure has been located away from adjacent lands and will not cause any odor issues. Architectural features of building have been designed to prevent glare. Whether the appl icant 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 min imizes impacts on the neighborhood, if applicable. Security guards will be hired as needed to provide security for the site. 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 ho urs of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Delivery trucks hours of operations will be 7AM to 8PM. These hours of operation are shown on the sheet C-4 on the site data table. 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. The site has been designed per City of Winter Springs Land Development Code and is undergoing site plan review by the City of Winter Springs to ensure that the negative impacts will not occur to adjacent properties 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. Yes, 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. 1176 4055 Highway 53 East • Dawsonville, GA 30534 706-579-1607 PHONE • 1-706-265-4916 FAX • www.millcreekenvironmental.com August 3, 2021 MTH Development, LLC 160 North Spring Lake Drive Altamonte Springs, Florida 32714 Attention: Mr. Michael Hilal Michael.hilal@gmail.com Subject: Phase I Environmental Site Assessment Vacant Parcels Parcel Numbers: 26-20-30-5AR-0D00-016G and 33-20-30-513-0C00-0010 West State Road 434 at Talmo Street Winter Springs, Seminole County, Florida 32714 Dear Mr. Hilal, Mill Creek Environmental, LLC (MCE) has completed a Phase I Environmental Site Assessment (ESA) for the property referenced above. Based upon our observations and information gathered during the Phase I ESA, MCE did not identify any recognized environmental conditions (RECs) as defined by the American Society for Testing and Materials (ASTM) Standard Practice E1527-13. No further site assessment activities are recommended at this time. If you have any questions or comments, please contact us at 706-579-1607 or jirwin@millcreekenvironmental.com. Sincerely, MILL CREEK ENVIRONMENTAL, LLC Erin Cunefare Jake Irwin, EP Environmental Scientist Operations Manager 1177 4055 Highway 53 East • Dawsonville, GA 30534 706-579-1607 PHONE • 1-706-265-4916 FAX • www.millcreekenvironmental.com Phase I Environmental Site Assessment Of: Vacant Parcels West State Road 434 at Talmo Street Winter Springs, Seminole County, Florida 32714 Prepared For: MTH Development 160 North Spring Lake Drive Altamonte Springs, Florida 32714 Prepared By: Mill Creek Environmental, LLC 4055 Highway 53 East Dawsonville, Georgia 30534 MCE Project #: MTH-2101-1 August 2021 1178 i P:\MTH-2101-1\Vacant Parcels \Phase I ESA.docx August 3, 2021 TABLE OF CONTENTS 1 EXECUTIVE SUMMARY ................................................................................................................................ 1 2 CERTIFICATION ............................................................................................................................................. 2 3 INTRODUCTION .............................................................................................................................................. 3 3.1 PURPOSE .......................................................................................................................................................... 3 3.2 SCOPE OF WORK .............................................................................................................................................. 3 3.3 LIMITATIONS .................................................................................................................................................... 3 3.4 DATA GAPS ...................................................................................................................................................... 4 4 SITE DESCRIPTION ........................................................................................................................................ 4 4.1 SOILS AND GEOLOGY/HYDROGEOLOGY ........................................................................................................... 5 4.2 SITE HYDROLOGY ............................................................................................................................................ 5 4.3 SURROUNDING LAND USE ................................................................................................................................ 5 5 USER PROVIDED INFORMATION .............................................................................................................. 5 5.1 PURPOSE OF PHASE I ESA ................................................................................................................................ 5 5.2 INFORMATION PROVIDED BY THE USER ........................................................................................................... 6 6 INTERVIEWS .................................................................................................................................................... 6 6.1 PERSONAL INTERVIEWS ................................................................................................................................... 6 6.2 AGENCY CONTACTS ......................................................................................................................................... 6 7 SITE DEVELOPMENT HISTORY ................................................................................................................. 6 7.1 SANBORN MAPS ............................................................................................................................................... 7 7.2 HISTORICAL AERIAL PHOTOGRAPHS ................................................................................................................ 7 7.3 HISTORICAL TOPOGRAPHIC MAPS .................................................................................................................... 8 7.4 TAX RECORDS .................................................................................................................................................. 9 7.5 ENVIRONMENTAL LIENS AND ACTIVITY AND USE LIMITATIONS ...................................................................... 9 7.6 CHAIN OF PROPERTY OWNERSHIP .................................................................................................................... 9 8 PREVIOUS REPORTS AND RECORDS REVIEW ...................................................................................... 9 9 ENVIRONMENTAL DATABASE REVIEW ................................................................................................. 9 9.1 SUBJECT PROPERTY ....................................................................................................................................... 10 9.2 ADJOINING PROPERTIES ................................................................................................................................. 11 9.2.1 SEED-WINTER SPRINGS AREA ............................................................................................................... 11 9.2.2 LEEP AREA ............................................................................................................................................ 11 9.2.3 UNINCORPORATED SEED ....................................................................................................................... 11 9.2.4 1301 WEST HIGHWAY 434 ...................................................................................................................... 11 9.2.5 1750 SUNSHADOW DRIVE SUITE 114 ...................................................................................................... 12 9.2.6 1750 SUNSHADOW DRIVE SUITE 100 ...................................................................................................... 13 9.3 SURROUNDING PROPERTIES ........................................................................................................................... 13 9.3.1 1313 WEST STATE ROAD 434 ................................................................................................................. 13 9.3.2 107 NORTH HIGHWAY 17-92 .................................................................................................................. 14 9.4 ORPHAN AND UN-PLOTTED SITES .................................................................................................................. 14 10 SITE RECONNAISSANCE ............................................................................................................................ 15 10.1 HAZARDOUS CHEMICAL OR PETROLEUM STORAGE ....................................................................................... 15 10.2 UNIDENTIFIED SUBSTANCE CONTAINERS ....................................................................................................... 15 10.3 POTENTIAL POLYCHLORINATED BIPHENYLS (PCBS) ..................................................................................... 15 1179 ii P:\MTH-2101-1\Vacant Parcels \Phase I ESA.docx August 3, 2021 10.4 HYDRAULIC EQUIPMENT ................................................................................................................................ 15 10.5 DRAINS AND SUMPS ....................................................................................................................................... 15 10.6 PITS, PONDS, OR LAGOONS ............................................................................................................................ 15 10.7 WASTEWATER ................................................................................................................................................ 15 10.8 STRUCTURAL STAINING OR CORROSION ........................................................................................................ 15 10.9 STAINED SOIL OR PAVEMENT ......................................................................................................................... 15 10.10 STRESSED VEGETATION ................................................................................................................................. 15 10.11 SOLID WASTE ................................................................................................................................................ 15 10.12 WELLS ........................................................................................................................................................... 15 10.13 SEPTIC SYSTEMS ............................................................................................................................................ 15 11 VAPOR ENCROACHMENT CONDITIONS ............................................................................................... 16 12 FINDINGS ........................................................................................................................................................ 16 13 CONCLUSIONS AND RECOMMENDATIONS ......................................................................................... 17 14 REFERENCES ................................................................................................................................................. 18 LIST OF FIGURES Figure 1 Topographic Map Figure 2 Site Vicinity Map LIST OF APPENDICES Appendix A Environmental Professional Qualifications Appendix B Site Photographs Appendix C Interview and Agency Contact Documentation Appendix D Certified Sanborn Maps Appendix E Historical Aerial Photographs Appendix F Historical Topographic Maps Appendix G Additional Information Appendix H Radius Map 1180 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 1 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 At the request of Mr. Michael Hilal of MTH Development, LLC, Mill Creek Environmental, LLC (MCE) has completed a Phase I Environmental Site Assessment (ESA) of the property located on West State Road 434 at Talmo Street in Winter Springs, Seminole County, Florida (the “subject property”). The Phase I ESA was completed in accordance with the American Society for Testing and Materials (ASTM) Standard Practice E1527-13. The purpose and scope of work are summarized in Section 3 of this report. The subject property consists of two parcels totaling approximately 8.36 acres identified in the Seminole County Tax Assessor’s database as Parcel Numbers 26-20-30-5AR-0D00-016G and 33- 20-30-513-0C00-0010. The subject property is vacant undeveloped land with a lake on the north boundary. Ground cover on the undeveloped portions of the subject property is predominately grasses, shrubs, and trees. The subject property is located in a residential and commercial land use area of Seminole County and is served by electric and telephone utilities. The area surrounding the subject property is served by municipal sanitary sewer and municipal water utilities. The subject property is located in a residential and commercial land use area of Seminole County and surrounded by Lake Talmo to the north; Fountain Tree Drive and residential land to the east; West State Road 434 and commercial land to the south; and Talmo Street and residential land to the west. According to historical aerial photographs, the subject property has remained in its current configuration since sometime prior to 1940. Interviews with the current owner and local government officials did not identify any environmental concerns regarding the subject property. The area of Winter Springs in which the subject property is located was identified in the Florida Brownfield database as an economically, environmentally, and aesthetically distressed area with vacant and under-utilized properties. Adverse environmental conditions caused by public or private entities were not analyzed as a cause of the “blight factor” for the study. Based on MCE’s review of the data provided in the regulatory database reports, the Brownfield listings are not considered to be a REC. Multiple adjoining properties were identified during the environmental agency database review. Based on MCE’s review of the data provided, these properties represent a low risk of environmental liability to the subject property. Multiple surrounding properties were identified during the environmental agency database review. Based on MCE’s review of available information, these properties represent a low risk of environmental liability to the subject property. MCE has not identified the presence of RECs as defined by ASTM Standard practice E1527-13. Based on the findings of this assessment, no additional site assessment activities are recommended at this time. 1 EXECUTIVE SUMMARY 1181 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 2 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 We have completed this assessment in accordance with generally accepted environmental practices and procedures as of the date of this report. We have employed the degree of care and skill ordinarily exercised under similar circumstances by reputable environmental professionals practicing in this area. The conclusions contained within this assessment are based upon site conditions we readily observed or were reasonably ascertainable and present at the time of our site inspection, reasonably ascertainable regulatory information, and reasonably ascertainable historical information. The scope of this assessment does not purport to encompass every report, record, or other form of documentation relevant to the property being evaluated. To the best of our knowledge, this Environmental Site Assessment has been completed in compliance with ASTM Standard E1527-13 for Phase I Environmental Site Assessments. 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 and 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 completed all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Professional qualifications are provided in Appendix A. Prepared By: Reviewed By: _________________________ __________________________ Erin Cunefare Jake Irwin, EP Environmental Scientist Operations Manager 2 CERTIFICATION 1182 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 3 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 Mill Creek Environmental, LLC (MCE) has completed a Phase I Environmental Site Assessment (ESA) of the property located on West State Road 434 at Talmo Street in Winter Springs, Seminole County, Florida and identified in the Seminole County Tax Assessor’s database as Parcel Numbers 26-20-30-5AR-0D00-016G and 33-20-30-513-0C00-0010 (the “subject property”). The Phase I ESA was completed in accordance with the American Society for Testing and Materials (ASTM) Standard Practice E1527-13. 3.1 Purpose The purpose of this assessment was to evaluate the subject property for the presence of “recognized environmental conditions” (RECs) as defined by ASTM. A “recognized environmental condition” is defined by the ASTM as: “The presence or likely presence of any hazardous substances or petroleum products in, on, or at a property due to a release to the environment, under conditions indicative of a release to the environment, or under conditions that pose a material threat of future release to the environment. De-minimis conditions are not recognized environmental conditions.” 3.2 Scope of Work The following tasks were completed during the Phase I ESA: • TASK 1- Historical Data Review; • TASK 2- Environmental Agency Database Review; • TASK 3- Site Reconnaissance; • TASK 4- Personal Interviews; • TASK 5- Contacts with Local Officials; and • TASK 6- Reporting of Results. This report contains the results of our database and records review, site reconnaissance, personnel interviews, and additional information obtained during our assessment. Information used to complete this report was reasonably ascertainable and visually observable. This Phase I ESA did not include any testing or sampling of materials (e.g., soil, water, sediment, building materials, etc). 3.3 Limitations The report and any other information that MCE prepared and submitted to MTH Development, LLC (the “User”) in connection with this assessment (the “Report”) are for the sole use and benefit of the User and may not be used or relied upon by any other person or entity without the prior written consent of the User and MCE, except as provided for specifically in the agreement. Any such consent given by MCE will be deemed to be and will be subject to the terms and conditions as MCE may reasonably require, including without limitation a monetary limit to MCE’s liability to any person granted such consent (the “Grantee”), and any such Grantee will be deemed to have agreed to such terms and conditions by its use and reliance on the Report. The use or re-use of this 3 INTRODUCTION 1183 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 4 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 document or the findings, conclusions, or recommendations presented herein, by any other party or parties is at the sole risk of said User. MCE and the User agrees that (1) the information in the Report relates only to the subject property specifically described in the Report and was presented in accordance with and subject to the scope of work described in the Report or specifically agreed to by MCE and the User; (2) the information and conclusions provided in the Report apply only to the subject property as it existed at the time of MCE’s examination of the subject property. Should the subject property use or conditions change or should there be changes in applicable laws, standards, or technology, the information and conclusions in the Report may no longer apply; (3) MCE makes no representations regarding the value or marketability of the subject property or its suitability for any particular use, and none should be inferred based on the Report; (4) the Report is intended to be used in its entirety and no excerpts may be taken to be representative of the findings of this investigation; and (5) environmental land-use issues and constraints of possible relevance (e.g., wetland surveys, sensitive habitats, radon, lead paint, asbestos, etc.), were not included in this scope of services. 3.4 Data Gaps A data gap is defined by the ASTM Standard E 1527-13 as, “…a lack of or inability to obtain information required by this practice despite good faith efforts by the environmental professional to gather such information.” A data failure is a type of data gap that fails to meet the historical research objectives. MCE encountered the following data failure during the preparation of this report: • Based on a review of the available data, historic resources at five-year intervals were not reasonably ascertainable. This is considered a data failure in accordance with the ASTM Standard E1527-13. The presence of this data failure did not affect MCE’s ability to identify conditions indicative of a release or threatened release of hazardous substances to the subject property and did not have a material impact on the conclusions of this report. The subject property consists of a two parcels totally approximately 8.36 acres identified in the Seminole County Tax Assessor’s database by Parcel Numbers 26-20-30-5AR-0D00-016G and 33- 20-30-513-0C00-0010. The subject property is vacant undeveloped land with a lake on the north boundary. Ground cover on the undeveloped portions of the subject property is predominately grasses, shrubs, and trees. The subject property is located in a residential and commercial land use area of Seminole County and is served by electric and telephone utilities. The area surrounding the subject property is served by municipal sanitary sewer and municipal water utlities. Based on MCE’s review of the United States Geologic Survey (USGS) Casselberry, Florida 7.5 minute series topographic quadrangle map, the subject property is located an elevation approximately 54 feet above mean sea level. A topographic map showing the location of the subject 4 SITE DESCRIPTION 1184 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 5 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 property is provided as Figure 1. A vicinity map of the area is provided as Figure 2. Photographs of the subject property are provided in Appendix B. 4.1 Soils and Geology/Hydrogeology Based on a review of available information, the most common soil types found in the vicinity of the subject property belong to the Candler soil series. Candler soil is classified as fine sand and belongs to USDA hydrologic group “Class A”. Class A soils have high infiltration rates and well drained to excessively drained soils. The subject property is situated in the Coastal Plain Physiographic Province of Florida. The subject property lies in an area of the Coastal Plain Province characterized by unconsolidated to semi- consolidated sand, shelly-sand, clayey-sand and marl of Miocene to Pliocene age overlying clay and limestone. The upper boundary of the groundwater system is formed by the water table. The water table is situated within the unconsolidated to semi-consolidated sands and silts or in the underlying limestone in areas where the overlying sands and silts are thin and a confining unit is absent. The configuration of the water table is usually a subdued reflection of the local topography. Generally, groundwater flows from topographic high areas to low areas and discharges to streams, lakes, springs or wetlands. The direction of shallow groundwater flow at the subject property is unknown, but based on local topography is inferred to be to the north. 4.2 Site Hydrology Topography on the subject property is sloping with a topographic high point at West State Road 434. Stormwater flows across the subject property to the north eventually discharging into Lake Talmo. No RECs associated with storm water run-on or run-off were observed at the subject property. 4.3 Surrounding Land Use The subject property is located in a residential and commercial land use area of Winter Springs, Florida. The land use surrounding the subject property consists of the following: North: Lake Talmo East: Fountaintree Drive and Residential Land South: West State Road 434 and Commercial Land West: Talmo Street and Residential Land Numerous adjoining and surrounding properties were identified in the environmental database review and are further discussed in Section 9. No RECs were identified during our review of surrounding land use. Surrounding land use is shown in Figure 2. 5.1 Purpose of Phase I ESA The user requested this Phase I ESA as part of the due diligence process prior to authorization for a construction permit. 5 USER PROVIDED INFORMATION 1185 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 6 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 5.2 Information Provided by the User A Phase I ESA Property Questionnaire was provided to Mr. Michael Hilal of MTH Development, LLC, the owner and potential developer of the subject property and the User of this report. Mr. Hilal stated that to his knowledge there are no environmental liens or activity and land use limitations related to environmental contamination in place at the subject property and that that the purchase price of the subject property reflects the fair market value. Mr. Hilal did not identify any spills, chemical releases, or environmental cleanups associated with the subject property. A copy of the Property Questionnaire is provided in Appendix C. Interviews with occupants of the subject property and local government agencies were conducted in an attempt to obtain information concerning recognized environmental conditions in connection with the subject property. The interviews are summarized below. Interview documentation is provided in Appendix C. 6.1 Personal Interviews A Phase I ESA Property Questionnaire was completed by Mr. Michael Hilal, the owner of the subject property. Mr. Hilal has been associated with the subject property for 14 years and stated it is approximately 6.89 acres with the lake and approximately 4.5 acres without the lake. Mr. Hilal stated the subject property has always been undeveloped as a land buffer between apartments and State Road 434. Mr. Hilal stated that there are no known environmental liens or activity and land use limitations and that that the purchase price of the subject property reflects the fair market value. Mr. Hilal is not aware of spills, chemical releases, or environmental cleanups associated with the subject property. 6.2 Agency Contacts MCE contacted the Florida Department of Health in Seminole County Environmental Health Division and the Seminole County Fire Department to obtain information regarding environmental conditions at the subject property. The Florida Department of Health in Seminole County Environmental Health Division responded by email stating that there are no records associated with the subject property. The Seminole County Fire Department responded by e-mail stating they have no record of any hazardous materials incidents at the subject property. Historical information regarding the subject property was obtained from a review of records available from public sources. MCE attempted to identify all obvious uses of the subject property from the present, back to the subject property’s first developed use or 1940, whichever was earlier. MCE utilized Environmental Data Resources, Inc. (EDR), a national database research provider, to provide the following information. 6 INTERVIEWS 7 SITE DEVELOPMENT HISTORY 1186 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 7 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 7.1 Sanborn Maps The complete Sanborn Library fire insurance map collection has been searched by EDR for information concerning the subject property. Fire insurance maps for the subject property were not found. The Sanborn “No Coverage” certification is provided in Appendix D. 7.2 Historical Aerial Photographs Historical aerial photographs for the subject property were reviewed using Environmental Data Resources, LLC (EDR). This review was completed in an attempt to determine when the subject property was first developed and to identify visual changes to the subject property that could indicate a potential REC. Historical photographs for the years 1940, 1948, 1952, 1963, 1972, 1977, 1980, 1985, 1993, 1994, 1999, 2007, 2010, 2013, and 2017 were reviewed and are provided in Appendix E. MCE’s interpretation of the aerial photography is provided below: 1940-1952: Scale: 1 inch = 500 feet Quality: Good The 1940-1952 aerial photographs show land use on the subject property as wooded with a portion of Lake Talmo in the northwest corner. The subject property is adjoined by Lake Talmo and wooded land to the north; wooded land to the east; West State Road 434, residential, and agricultural land to the south; and wooded land to the west. 1963-1972: Scale: 1 inch = 500 feet Quality: Fair The 1963-1972 aerial photographs show land use on the subject property as similar to that shown in the 1940-1952 aerial photographs. The subject property is adjoined by Lake Talmo and wooded land to the north; wooded land to the east; West State Road 434, residential, and agricultural land to the south; and Talmo Street and residential land to the west. 1977-1985: Scale: 1 inch = 500 feet Quality: Fair The 1977-1985 aerial photographs show land use on the subject property as similar to that shown in the 1963-1972 aerial photographs. The subject property is adjoined by Lake Talmo and wooded land to the north; wooded and residential land to the east; West State Road 434, residential, and agricultural land to the south; and Talmo Street and residential land to the west. The number of residential and commercial structures in the surrounding area have increased. 1993-1994: Scale: 1 inch = 500 feet Quality: Fair The 1993-1994 aerial photographs show land use on the subject property as similar to that shown in the 1977-1985 aerial photographs. The subject property is adjoined by Lake Talmo, wooded, and residential land to the north; Fountaintree Drive, wooded, and residential land to the east; West State Road 434, residential, and cleared land to the south; and Talmo Street and residential land to the west. 1187 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 8 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 1999-2007: Scale: 1 inch = 500 feet Quality: Good The 1999-2007 aerial photograph shows land use on the subject property as similar to that shown in the 1993-1994 aerial photographs. The subject property is adjoined by Lake Talmo, wooded, and residential land to the north; Fountain Tree Drive and residential land to the east; West State Road 434, residential, and commercial land to the south; and Talmo Street and residential land to the west. 2010-2017: Scale: 1 inch = 500 feet Quality: Good The 2010-2017 aerial photograph shows land use on the subject property as similar to that shown in the 1999-2007 aerial photographs. The subject property is adjoined by Lake Talmo and residential land to the north; Fountain Tree Drive and residential land to the east; West State Road 434, residential, and commercial land to the south; and Talmo Street and residential land to the west. The number of residential structures in the surrounding area have increased. No evidence of environmental concerns could be discerned from the historical aerial photographs. 7.3 Historical Topographic Maps Historical Topographic Maps for the subject property were reviewed using Environmental Data Resources, LLC (EDR). This review was completed for indications of past land use or site activities that represent potential areas of environmental concern for the subject property. Historical topographic maps for the years 1962, 1970, 1972, 1980, 1994, and 2012 were reviewed and are provided in Appendix F. MCE’s interpretation of the topographic maps is provided below: 1962: Scale: 1:24,000 The 1962 historical topographic map shows no structures on the subject property and the subject property is shaded as wooded land. The subject property shows Lake Talmo on the north boundary of the subject property. The subject property is adjoined by West State Road 434, orchard indicated land, and multiple structures to the south; and Talmo Street and two structures to the west. 1970-1980: Scale: 1:24,000 The 1970-1980 historical topographic maps show the subject property as similar to that shown in the 1962 historical topographic map. The subject property is adjoined by one structure to the east; West State Road 434 and multiple structures to the south; and Talmo Street and numerous structures to the west. 1994: Scale: 1:24,000 The 1994 historical topographic map shows the subject property as similar to that shown in the 1970-1980 historical topographic maps. The subject property is adjoined by urban shaded land to the north; urban shaded land and Fountain Tree Drive to the east; West State Road 434 to the south; and urban shaded land and Talmo Street to the west. 1188 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 9 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 2012: Scale: 1:24,000 The 2012 historical topographic map does not show individual buildings. Roads are shown in their current configuration on the subject property and surrounding properties. No evidence of previous environmental concerns was identified from the historical topographic maps. 7.4 Tax Records The Seminole County Tax Assessor’s database was searched for records containing information about the past uses and development history of the subject property. The subject property consists of two parcels (Parcel Numbers 26-20-30-5AR-0D00-016G and 33-20-30-513-0C00-0010) totaling approximately 8.36 acres and owned by MTH Development, LLC. No evidence of environmental concerns was identified in our review of the tax records. Tax documentation is provided in Appendix G. 7.5 Environmental Liens and Activity and Use Limitations A deed search for environmental liens (ELs) and activity and use limitations (AULs) was not included in the scope of work for this Phase I ESA report. However, a variety of state and federal databases (including the CERCLA Liens database, federal and state institutional controls databases, and Brownfield sites databases) were searched as part of the regulatory agency database review detailed in Section 9 of this report. No ELs or AULs related to the subject property were identified during the database review. 7.6 Chain of Property Ownership A chain-of-title was not included in the scope of services for this assessment. As such, MCE did not review the property chain-of-title. The subject property and portions of the surrounding area were identified of the Florida Brownfield (FL Brownfield) database during the environmental agency database review. The identified Brownfield listings are the Seminole Economic Enhancement District-Winter Springs (SEED- Winter Springs) Area, the Longwood Economic Enhancement Program (LEEP), and the Unincorporated SEED area. Each redevelopment area has an associated resolution report and map that is provided in Appendix G. The subject property has been outlined for reference on each map. These resolution reports were utilized to determine the location of each Brownfield area. These listings are further discussed in Section 9. MCE utilized EDR to provide a Radius Map Report for the Property. This database report is used to provide a summary of regulatory agency database entries regarding facilities within the ASTM E1527-13 search radii. The EDR research addresses state and federal databases that identify potential environmental sites of concern near the Property. The requirements outlined in ASTM E1527-13 state that certain databases must be searched. The databases to be searched are as follows: 8 PREVIOUS REPORTS AND RECORDS REVIEW 9 ENVIRONMENTAL DATABASE REVIEW 1189 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 10 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 • Federal National Priority List (NPL) and equivalent State and Tribal databases; • Federal Delisted NPL sites; • Federal Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) and equivalent State and Tribal databases; • Federal CERCLIS No Further Remedial Action Planned (NFRAP) database; • Federal Resource Conservation and Recovery Act (RCRA) Corrective Action (CORRACTS) database; • Federal RCRA non-CORRACTS Hazardous Waste Treatment, Storage, and Disposal (TSD) facility database; • Federal RCRA Hazardous Waste Generators database; • Federal Engineering and Institutional Controls Site Lists and equivalent State and Tribal databases; • Federal Emergency Response Notification System (ERNS) database; • State and Tribal Solid Waste Landfill (SWLF) and Solid Waste Disposal Sites database; • State and Tribal Leaking Underground Storage Tank (LUST) database; • State and Tribal Registered Underground Storage Tank (UST) database; • State and Tribal Registered Above Ground Storage Tank (AST) database; • State and Tribal Voluntary Cleanup Sites database; and • State and Tribal Brownfield Sites database. In addition, ASTM E1527-13 states that other record sources should be searched, provided that they are reasonably ascertainable, sufficiently useful, and generally used during similar Phase I Environmental Site Assessments. A partial listing of additional record sources reviewed by MCE includes the following: • Department of Defense Sites (DOD) and Formerly Used Defense Sites (FUDS) databases; • Superfund Consent Decree (CONSENT) database; • Records of Decision (RODS) database; • Toxic Chemical Release Inventory System (TRIS) database; • Toxic Substances Control Act (TSCA) database; • PCB Activity Database (PADS); • Facility Index System/Facility Registry System (FINDS) database; • Spills Information (SPILLS) database; and • Drycleaners Database (DRYCLEANERS). A complete listing of all databases searched during the environmental agency database review and a detailed listing of all findings is provided in the Environmental Data Resources Radius Map Report included as Appendix H. 9.1 Subject Property The subject property was identified in the Florida Brownfield (FL Brownfield) database as part of the Seminole Economic Enhancement District (SEED) and the Longwood Economic Enhancement Program (LEEP) redevelopment areas. The entire subject property is located within the SEED- Winter Springs redevelopment area and the western portion of the subject property is also located in the LEEP redevelopment area. The SEED-Winter Springs and LEEP redevelopment areas are identified in the FL Brownfield database as economically, environmentally, and aesthetically 1190 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 11 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 distressed areas with vacant and under-utilized properties. Adverse environmental conditions caused by public or private entities were not analyzed as a cause of the “blight factor” for the study. Based on MCE’s review of the data provided in the regulatory database reports, the Brownfield listings are not considered to be a REC. 9.2 Adjoining Properties Three adjoining properties and three FL Brownfield areas were identified during the environmental agency database review and a summary of the findings are discussed below. 9.2.1 SEED-Winter Springs Area The adjoining properties to the south, west, and northwest were identified as part of the SEED- Winter Springs Area. The SEED-Winter Springs redevelopment area consists of 109.45 acres that were identified as economically, environmentally, and aesthetically distressed with vacant and under-utilized properties. Adverse environmental conditions caused by public or private entities were not analyzed as a cause of the “blight factor” for the study. Based on MCE’s review of the data provided in the regulatory database reports, the Brownfield listings represent a low risk of environmental liability to the subject property. 9.2.2 LEEP Area The adjoining properties to the west and northwest were identified as part of the LEEP Area. The LEEP redevelopment area consists of 1,099.53 acres that were identified as economically, environmentally, and aesthetically distressed with vacant and under-utilized properties. Adverse environmental conditions caused by public or private entities were not analyzed as a cause of the “blight factor” for the study. Based on MCE’s review of the data provided in the regulatory database reports, the Brownfield listings represent a low risk of environmental liability to the subject property. 9.2.3 Unincorporated SEED The adjoining properties to the south, west, and northwest were identified as part of the Unincorporated SEED area. The Unincorporated SEED redevelopment area consists of 954.72 acres that were identified as economically, environmentally, and aesthetically distressed with vacant and under-utilized properties. Adverse environmental conditions caused by public or private entities were not analyzed as a cause of the “blight factor” for the study. Based on MCE’s review of the data provided in the regulatory database reports, the Brownfield listings represent a low risk of environmental liability to the subject property. 9.2.4 1301 West Highway 434 This site is located on the adjoining property to the south across West State Road 434 and 167 feet up-gradient from the subject property. This site was identified in the PriorityCleaners database, Resource Conservation and Recovery Act Non Generator/No Longer Regulated (RCRA NonGen/NLR) database, the Facility Index System/Facility Registry System (FINDS) database, the Enforcement & Compliance History Information (ECHO) database, the DryCleaners database, the EDR Historical Cleaner (EDR Hist Cleaner) database, and the Division of Waste Management Contamination (DWM Contam) database as Star Brite Cleaners. 1191 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 12 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 The PriorityCleaners database is a state-funded program to clean up properties that are contaminated as a result of the operations of a dry cleaning facility. This (Facility ID 9501315) site was issued a site rehabilitation completion order SRCO in. This site was identified in the RCRA-NonGen/NLR and 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. Non-Generators do not presently generate waste. The site was identified in the RCRA-NonGen/NLR (EPA ID #FLD981479074) as a historical conditionally exempt small quantity generator (CESQG) of spent halogenated solvents. This site has no reported violations. This site was listed in this database due to its status as a former drycleaner and laundry services facility. The FINDS/ECHO databases are often used as “pointers” to other databases that contains more detailed information. In this case the FINDS/ECHO databases refer to the RCRA-NonGen/NLR database listings as well as the Florida Environmental System Today Application (FIESTA) Data Maintenance (FDM) database. The FDM database is a state level database that operates similarly as the FINDS and the ECHO databases. The FDM listing contains additional state level information regarding the subject properties status as a former drycleaner and laundry services facility. The DryCleaners database is maintained by the Environmental Protection Agency (EPA) and provides information about permitted dry cleaner facilities. This site is identified as a closed drycleaner. The EDR Hist Cleaner 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. This site was identified at 1201 West Highway 434 and 1301 West Highway 434 in two Hist Cleaner listings as a garment pressing and cleaners’ agent between the years of 1986-1994 and 1995-2008. The DWM Contam database contains a listing of active or known sites and includes sites that require cleanup but are not actively being worked on due to funding constraints. This site was identified as a closed drycleaner. MCE conducted additional research using Florida’s OCULUS online database management system. No records for this facility were available via OCULUS. Based on MCE’s review of the data provided, its regulatory status, and the identification of a responsible party, this site represents a low risk of environmental liability to the subject property. 9.2.5 1750 Sunshadow Drive Suite 114 This site is located on the adjoining property to the south across West State Road 434 and 366 feet up-gradient from the subject property. This site is a tenant in a multi-tenant retail complex. This site was identified in the EDR Hist Cleaner database as Community Cleaners & Laundry. The EDR Hist Cleaner 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 1192 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 13 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 up in current government records searches. This site was identified as a garment pressing and cleaners’ agent between the years of 1999-2007. Based on MCE’s review of the data provided this site represents a low risk of environmental liability to the subject property. 9.2.6 1750 Sunshadow Drive Suite 100 This site is located on the adjoining property to the south across West State Road 434 and 366 feet up-gradient from the subject property. This site is a tenant in a multi-tenant retail complex. This site was identified in the Resource Conservation and Recovery Act (RCRA) Very Small Quantity Generator (VSQG) database, the FINDS database, and the ECHO database as the Winn-Dixie #2273. RCRA Info 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. RCRA-VSQG sites are facilities that generate, store, treat and/or dispose of less than 100 kilograms (kg) of hazardous waste, or less than 1 kg of waste per month. This facility was listed on the RCRA-VSQG database for ignitable and corrosive waste, mercury, nicotine, and other waste associated with a pharmacy. This site has no reported RCRA violations. This site was identified as a historic conditionally exempt small quantity generator (CESQG). The FINDS and ECHO databases are often used as “pointers” to other databases that contain more detailed information. In this case the FINDS and ECHO databases refers to the RCRA-VSQG database listing. Based on MCE’s review of the data provided, this site represents a low risk of environmental liability to the subject property. 9.3 Surrounding Properties Numerous surrounding properties were identified during the environmental agency database review, a summary of the closest and most relevant findings are discussed below; 9.3.1 1313 West State Road 434 This site is located to the west and 484 feet up-gradient from the subject property. This site was identified in the RCRA NonGen/NLR database, the FINDS database, and the ECHO database as Lee’s Automotive Center. This site was identified in the RCRA-NonGen/NLR and 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. Non-Generators do not presently generate waste. The site was identified in the RCRA-NonGen/NLR (EPA ID #FLD984195347) as a historical non generator/no longer regulated (Non Gen/ NLR) of ignitable waste, cadmium, lead, benzene, 1,4-Dichlorobenzene, Tetrachloroethylene, and Trichlorethylene. The FINDS and ECHO databases are often used as “pointers” to other databases that contain more detailed information. In this case the FINDS/ ECHO databases refers to the RCRA-NonGen/NLR database listings as well as the Florida Environmental System Today Application (FIESTA) Data Maintenance (FDM) database. The FDM database is a state level database that operates similarly as 1193 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 14 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 the FINDS and the ECHO databases. The FDM listing contains additional state level information regarding the subject properties status as an automotive center. Based on MCE’s review of the data provided, this site represents a low risk of environmental liability to the subject property. 9.3.2 107 North Highway 17-92 This site is located to the west and 502 feet up-gradient from the subject property. This site was identified in the leaking underground storage tank (LUST) database, the Underground Storage Tank (UST) database, FL Financial Assurance database, the RCRA NonGen/NLR database, the FINDS database, and the ECHO database as the former Exxon #44003. The LUST database contains an inventory of leaking underground storage tank incidents reported to the Florida Department of Environmental Protection. The LUST database identified one discharge on November 23, 1988 which was reported as cleanup completed on September 23, 2002. The UST database contains information regarding registered USTs in the State of Florida. This site (UST Facility ID 8516610) is reported to have utilized four 3,000 gallon USTs, three 10,000 gallon USTs, and one 4,000 gallon UST. The FL Financial Assurance database contains the information of owners and operators of facilities that treat, store, or dispose of petroleum or hazardous chemicals. These facilities are required to provide proof that they will have sufficient funds to pay for the cleanup, closure, and post-closure care of their facilities should the need arise. This site is identified as self-insured as the primary financial assurance mechanism for this facility. This site was identified in the RCRA-NonGen/NLR and 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. Non-Generators do not presently generate waste. The site was identified in the RCRA-NonGen/NLR (EPA ID #FLD984195347) as a historical non generator/no longer regulated (Non Gen/ NLR) of ignitable waste and benzene. This site was listed in this database due to its status as a former retail gasoline fueling station. The FINDS and ECHO databases are often used as “pointers” to other databases that contain more detailed information. In this case the FINDS and ECHO databases refers to the RCRA- NonGen/NLR database listings as well as the Florida Environmental System Today Application (FIESTA) Data Maintenance (FDM) database. The FDM database is a state level database that operates similarly as the FINDS and the ECHO databases. The FDM listing contains additional state level information regarding the subject properties status as a former gasoline station. Based on MCE’s review of the data provided and distance, this site represents a low risk of environmental liability to the subject property. 9.4 Orphan and Un-plotted Sites No orphan or un-plotted sites were listed in the EDR database search. 1194 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 15 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 On July 21, 2021, MCE conducted a physical reconnaissance of the subject property to evaluate for the presence of “recognized environmental conditions”. The observations made during the site reconnaissance are described below. 10.1 Hazardous Chemical or Petroleum Storage No hazardous chemical or petroleum storage was observed on the subject property. 10.2 Unidentified Substance Containers No evidence of unidentified substance containers was observed on the subject property. 10.3 Potential Polychlorinated Biphenyls (PCBs) No potential PCB containing equipment was observed on the subject property. 10.4 Hydraulic Equipment No hydraulic equipment was observed at the subject property. 10.5 Drains and Sumps No drains or sumps were observed on the subject property. 10.6 Pits, Ponds, or Lagoons No pits, ponds, or lagoons were observed on the subject property. 10.7 Wastewater No evidence of wastewater treatment was observed on the subject property. 10.8 Structural Staining or Corrosion No evidence of structural staining or corrosion was observed on the subject property. 10.9 Stained Soil or Pavement No stained soil or pavement was observed on the subject property. 10.10 Stressed Vegetation No evidence of stressed vegetation was observed on the subject property. 10.11 Solid Waste No solid waste was observed on the subject property. 10.12 Wells No wells were observed on the subject property. The area surrounding the subject property is served by a municipal water system. 10.13 Septic Systems No evidence of septic systems was observed on the subject property. The area surrounding the subject property is served by sanitary sewer system. 10 SITE RECONNAISSANCE 1195 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 16 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 MCE conducted a vapor migration screening survey of the subject property to assess the risk of “vapor encroachment conditions” (VECs) on the subject property. The scope of this screening was limited to visual observations and review of the environmental database records, and did not include the collection and laboratory analysis of air samples to confirm the presence of airborne contaminants by vapor intrusion A VEC is defined by ASTM Standard E2600-10 standard as, “the presence or likely presence of chemicals of concern (COC) vapors in the sub-surface of the subject property caused by the release of vapors from contaminated soil or groundwater either on or near the subject property… ” Based on the ASTM Standard E 1527-13 definition of a REC (as defined in Section 3.1), a VEC constitutes a REC. It is important to note that this vapor migration screening survey is not intended to satisfy ASTM Standard E2600-10, a Tier 1 or Tier 2 investigation, nor does it imply that ASTM Standard E2600-10 must be applied to achieve compliance with all appropriate inquires. Based on MCE’s site observations and review of available environmental databases, MCE did not identify conditions on the subject property or on adjoining properties that would indicate a REC relative to vapor migration at the subject property. The findings of this assessment are summarized below: • The subject property consists of two parcels totaling approximately 8.36-acres identified in the Seminole County Tax Assessor’s database as Parcel Numbers 26-20-30-5AR-0D00- 016G and 33-20-30-513-0C00-0010 and owned by MTH Development, LLC; • According to historical aerial photographs, the subject property has remained in its current configuration since sometime prior to 1940; • Interviews with the current owner and local government officials did not identify any environmental concerns regarding the subject property; • The subject property was identified during the environmental agency database review. Based on MCE’s review of the data provided, these listings do not represent a REC; • Multiple adjoining properties were identified during the environmental agency database review. Based on MCE’s review of the data provided, these properties represent a low risk of environmental liability to the subject property; • Multiple surrounding properties were identified during the environmental agency database review. Based on MCE’s review of available information, these properties represent a low-risk of environmental liability to the subject property; • MCE’s site reconnaissance did not identify any RECs for the subject property. The findings listed above were used to develop the conclusions and recommendations in the following section. 11 VAPOR ENCROACHMENT CONDITIONS 12 FINDINGS 1196 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 17 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 MCE has completed a Phase I Environmental Site Assessment of the property (Parcel Numbers 26- 20-30-5AR-0D00-016G and 33-20-30-513-0C00-0010) located at West State Road 434 at Talmo Street in Winter Springs, Seminole County, Florida in conformance with the scope and limitations ASTM Practice E1527-13. Any exceptions to, or deletions from, this practice are described in Section 3.3 of this report. Based upon our observations and information gathered during the Phase I ESA, this assessment has revealed no evidence of RECs in connection with the subject property. No further site assessment activities are recommended at this time. 13 CONCLUSIONS AND RECOMMENDATIONS 1197 Phase I Environmental Site Assessment Vacant Parcels West State Road 434 at Talmo Street, Winter Springs, FL 18 P:\MTH-2101-1\Vacant Parcels\Phase I ESA.docx August 3, 2021 ASTM, 2013. American Society for Testing and Materials (ASTM). Standard E1527-13, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process," 2013. Environmental Data Resources, Inc. (EDR) The EDR Aerial Photo Decade Package, dated July 16, 2021, Inquiry Number: 6579630.5. Environmental Data Resources, Inc. (EDR) The EDR Certified Sanborn Map Report, dated July 16, 2021, Inquiry Number: 6579630.3. Environmental Data Resources, Inc. (EDR) The EDR Historical Topo Map Report, July 16, 2021, Inquiry Number: 6579630.8 Environmental Data Resources, Inc. (EDR) The EDR Radius Map™ Report, dated July 16, 2021, Inquiry Number: 6579630.2s U.S Geological Survey Casselberry Quadrangle, Florida [map]. 2014. 1:24,000. 7.5 Minute Series. Reston, VA: United States Department of the Interior, USGS, 2014. 14 REFERENCES 1198 Figures 1199 Image Provided By EDR USGS Topographic Maps Boundaries are approximate FIGURE 1: TOPOGRAPHIC MAP MTH-2101-1 Winter Springs, Seminole County, Florida 32714 West State Road 434 At Talmo Street Vacant Parcels 1200 1201 Appendix A Environmental Professional Qualifications 1202 EDUCATION Bachelor of Science, Recreation Studies, Ohio University Master of Science, Administration of Public Recreation, Ohio University AREAS OF EXPERTISE • Phase I Environmental Site Assessments • Phase II Subsurface Investigations • UST Compliance Audits, Closure, & Corrective Action Planning. • HSRA Release Notification, Compliance Status Reporting, and Corrective Action Planning • Solid Waste Permitting, Compliance Monitoring, and Corrective Action Planning • NPDES Permitting (Industrial, Storm Water, and Construction)/ SWP3 Preparation) • Erosion Control Planning and Oversight • Spill Prevention, Control, and Countermeasure (SPCC) Planning • NAPL Recovery, Soil Vapor Extraction, Enhanced Bioremediation, and Natural Attenuation Planning, Demonstration, and Implementation • Aquifer Testing, Stream Flow Assessment, Hydrological Studies JAKE IRWIN Mr. Irwin joined Mill Creek Environmental Services (MCE) In December 1999 to work as a Project Manager. His responsibilities with MCE have included contractor oversight, client services, data management and evaluation, work plan development, and regulatory agency coordination. In his current role as Operations Manager, he is responsible for the planning, staffing, and implementation of MCE projects which include facility inspections, site assessments, spill response and corrective action planning, remediation system operation, long-term site monitoring and reporting, storm water, surface water, and groundwater monitoring programs, erosion control planning and inspections, and property transaction screening. Mr. Irwin is also responsible for staff development and training and is a frequent attendee of conferences, tradeshows, and seminars which offer opportunities for continuing education and showcase new technologies and trends in the environmental consulting industry. JIRWIN@MILLCREEKENVIRONMENTAL.COM OPERATIONS MANAGER • ASTM E 1527-13 “Environmental Professional” • GSWCC Level II ESPCP Plan Reviewer Certification • 40-hour HAZWOPER Certification • Confined Space Awareness Training • Familiarity with USDA and USCS Soil Classification Systems • Familiarity with USEPA EISOPQAM, SESD Field Branches Quality System and Technical Procedures, and SW-846 Guidance • Expertise with a variety of desktop computer operating systems, common office software, and specialized software packages including AutoCAD, ChemStat, AQTESOLV, and a variety of contaminant fate-and-transport models. CERTIFICATIONS & TRAINING 1203 Appendix B Site Photographs 1204 Southwest corner of subject property facing north along Talmo Street. Adjoining property to the south. Southwest corner of subject property facing east along West State Road 434. Lake Talmo along north boundary of subject property. Northwest corner of subject property facing east. Subject property from the southern adjoining property. 1205 Appendix C Interview and Agency Contact Documentation 1206 1818 Perimeter Road • Dawsonville, GA 30534 706-579-1607 PHONE • 1-706-265-4916 FAX • www.millcreekenvironmental.com Phase I ESA Questionnaire INSTRUCTIONS: Please complete to the best of your knowledge and return to: Mill Creek Environmental, LLC 1818 Perimeter Road Dawsonville, Georgia 30534 Fax: 706 265-4916 Phone: 706 579-1607 Completed by:_________________________ Title:_____________________________ Date:________________ Relationship to property:__________________ Length of association with the property:______________________ Phone:_______________________________ Email:__________________________________________________ GENERAL INFORMATION Property Name: Address: City, State, Zip: Please describe the current use of the property: ___________________________________________________ _________________________________________________________________________________________ _________________________________________________________________________________________ PROPERTY INFORMATION Property Size (in acres): # of Buildings: Gross Building Square Footage: # of Tenant Spaces: Net Rentable Square Footage: # of Parking Spaces: Date of Construction: # of ADA Parking Spaces: Date and Type of Any Renovations: Please attach a Property Site Plan (if available) and a current Tenant List or Rent Roll (if applicable) to the returned Questionnaire Michael Hilal Owner, MTH Dev LLC 7/26/2021 Owner 14 Years 4072570117 michael.hilal@gmail.com Un-Named No Address Established Winter Springs, FL 32708 Undeveloped land. It was a separate parcel used as a land buffer between Laurel Oaks Apartments and SR 434. 6.89ac (4.5 not inc lake)0 0 0 0 0 n/a 0 n/a 1207 Mill Creek Environmental, LLC Phase I ESA Subject Property Questionnaire Page 2 of 5 8/6/2015 PREVIOUS REPORTS, DOCUMENTS AND OWNERS 1. Are you aware if a previous Environmental Assessment has ever been performed on the subject property? If yes, are you aware of the recommendations made in the report or please provide a copy of the report? Yes No Do not Know 2. Do you have any other environmentally associated documents, such as compliance audits, environmental permits (such as an NPDES permit, boiler permit, wastewater permit), registrations (such as for a underground storage tank) or material safety data sheets? If yes, please provide a copy of the document(s) Yes No Do not Know 3. Can you provide contact information (name and phone number) of the previous owner of the property? If yes, please provide below. Yes No Do not Know HISTORICAL & PRESENT USAGE/SITE CONDITIONS – SUBJECT AND ADJOINING PROPERTIES 1. Are you aware of the prior use of the subject property, i.e., any previous development, undeveloped? If so, please describe. 2. Has fill dirt ever been brought onto the subject property that originated from a contaminated site or from an unknown source? Yes No Do not Know 3. Are there currently or have there ever been any pits, ponds or lagoons on the subject property utilized in connection with waste treatment or waste disposal? Yes No Do not Know 4. Are you currently aware of or have there ever been any hazardous substances, petroleum products, tires, car or industrial batteries, pesticides or other chemicals or waste materials that have been dumped, buried or burned on the subject property? Yes No Do not Know 5. Have any of the adjoining properties ever been used for industrial purposes? (including but not limited to a gas station, dry cleaner, auto repair facility, landfill, waste treatment, printing facility etc)? If yes, please describe. Yes No Do not Know ✔ ✔ ✔ The land has never been anything other than a land buffer between Laurel Oaks Apartments and SR434. This was since the 1980s when the apartments were built. ✔ ✔ ✔ ✔ 1208 Mill Creek Environmental, LLC Phase I ESA Subject Property Questionnaire Page 3 of 5 8/6/2015 6. Are any of the adjoining properties currently being used for industrial purposes? If yes, please describe. Yes No Do not Know 7. 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? Yes No Not Applicable 8. If the subject property is served by a private well or non-public water system, is there evidence or do you have prior knowledge that contaminants have been identified in the well or system that exceed guidelines applicable to the water system or that the well has been designated as contaminated by any government environmental/health agency? If an on-site well is present, please attach a copy of the most recent water quality testing report. Yes No Not Applicable AAI and REGULATORY QUESTIONS 1. Are you aware of any past or current existence of hazardous substances, specific chemicals, or petroleum products on the subject property or any facility located on the property? Yes No Do not Know 2. Are you aware of any past or current spills or other chemical releases that have taken place at the property? Yes No Do not Know 3. Do you know of any clean ups (with respect to hazardous substances, specific chemicals, or petroleum products) that have occurred at the property? Yes No Do not Know 4. Are you aware, based on your knowledge of the property, if there are any obvious indicators that point to the presence or likely presence of contamination at the property? Yes No Do not Know 5. Do you have any knowledge of filed or recorded environmental cleanup liens under federals, state or local law or governmental notification relating to past or recurrent violations of environmental laws with respect to the subject property or any facility located on the property? Yes No Do not Know 6. Are there any potential or pending lawsuits or administrative actions concerning a release or threatened release of hazardous substances or petroleum product involving the subject property or any facility located on the property? Yes No Do not Know 7. Are you aware of any areas of activity or use limitations (AULs) such as engineering controls, land use restrictions or institutional controls that are in place at the property and/or have been recorded or filed in a registry under federal, state or tribal law? Yes No Do not Know ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ 1209 Mill Creek Environmental, LLC Phase I ESA Subject Property Questionnaire Page 4 of 5 8/6/2015 8. (Answer this question only if this is an acquisition) Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If there is a difference, have you considered or determined whether the lower price is because contamination is known or believed to be present at the property? Yes No Do not Know STORAGE TANKS AND DRAINS 1. Are there currently or are you aware if there have ever previously been any registered or unregistered storage tanks, aboveground or underground, located on the subject property? If so, please attach copies of documentation such as tank closure/removal reports, tank tightness tests or registration/regulatory information. Yes No Do not Know 2. Are there currently or are you aware if there have ever previously been any vent pipes, fill pipes, or access ways indicating a fill pipe protruding from the ground on the property or adjacent to any structure located on the subject property? Yes No Do not Know 3. Are there currently or are you aware if there have ever previously been any current evidence of leaks, spills, or staining by substances other than water, or foul odors, associated with any flooring, drains, walls, ceilings, or exposed grounds on the subject property? Yes No Do not Know 4. If the subject property currently has any registered underground storage tanks please provide the Facility Identification Number and attach any available documentation or records you may have regarding the underground storage tank system: _________________________________________ Not Applicable 5. Are there currently or are you aware if there are any current drains on the subject property? A ‘drainage system shall include, but limited to, oil water separators, floor drains, floor trenches, clarifiers, sumps, bay drains, dry wells, septic tanks, leach fields, storm water detention ponds, sand traps, grease traps, waste water recycling, etc. If yes, please describe: Yes No Do not Know/ NA ____________________________________________________________________________________ TRANSFORMERS AND HYDRAULIC EQUIPMENT 1. Are there are any transformers, capacitors, and/or hydraulic equipment, such as lifts or elevators on the subject property? Yes No Do not Know 2. If yes, are there any records indicating the presence or absence of PCBs in this equipment. If so, please attach copies of this documentation. Yes No Do not Know 3. Are the transformers owned by the subject property or by the local utility? If owned by the utility, please note the name of the utility. ___________________________________________________________________________________________________ ✔ ✔ ✔ ✔ ✔ ✔ ✔ There are no transformers on the property 1210 Mill Creek Environmental, LLC Phase I ESA Subject Property Questionnaire Page 5 of 5 8/6/2015 COMMENTS/ADDITIONAL INFORMATION (If necessary, please provide any additional relevant environmental information that has not been discussed above.) The vegetation along the shoreline of Lake Talmo was the subject of some discussion in the past when the property had previously gone under another development (it never came to fruition). There are potentially some protected species (we never found evidence, but the city will request confirmation). Otherwise, there is nothing remarkable about the property in an environmental sense. 1211 4055 Highway 53 East • Dawsonville, GA 30534 706-579-1607 PHONE • 1-706-265-4916 FAX • www.millcreekenvironmental.com July 19, 2021 Florida Department of Health in Seminole County Environmental Health Division 1101 East First Street Sanford, Florida 32771 Fax: (407) 665-3622 Subject: Phase I ESA Records Request Parcel Numbers: 26-20-30-5AR-0D00-016G and 33-20-30-513-0C00-0010 West State Road 434 at Sara Nichole Lane Winter Springs, Seminole County, Florida 32714 Dear Environmental Health Division, Mill Creek Environmental, LLC (MCE) is in the process of completing an Environmental Site Assessment (ESA) for the subject property referenced above. As required by the standards for ESA preparation, this letter is being sent to request any information you may have concerning the subject property regarding the following items: • Storage of hazardous substances or petroleum products at the subject property; • Release of petroleum or hazardous materials to the environment at the subject property; • Septic systems at the subject property; or • Any other known environmental issues at the subject property. Please call or forward any information that you may have on this property. Your time spent on this matter is greatly appreciated. If you have any questions or information regarding this site, please contact us at 706-579-1607 or at the e-mail address listed below. Sincerely, MILL CREEK ENVIRONMENTAL, LLC Erin Cunefare Environmental Scientist ecunefare@millcreekenvironmental.com 1212 1 Erin Cunefare From:Roe, Raymond D [Raymond.Roe@flhealth.gov] Sent:Tuesday, July 20, 2021 10:35 AM To:ecunefare@millcreekenvironmental.com Subject:Phase I ESA Records Request Ms. Cunefare, We are in receipt of your recent ESA records request for Parcel numbers 26‐20‐30‐5AR‐0D00‐016G and 33‐20‐30‐513‐ 0C00‐0010 or West State Rout 434 and Sara Nichole Lane, Winter Springs, FL. We do not have records of any health department activity at this location. Should you have any further questions please fee free to contact me. Raymond D. Roe, MS, RS Environmental Health Director Florida Department of Health in Seminole County 400 West Airport Boulevard Sanford, FL 32773 Phone: (407) 665‐3619 Cell: (321) 228‐5964 Email: Raymond.Roe@flhealth.gov Website: http://seminole.floridahealth.gov LET US KNOW HW WE ARE DOING! https://www.surveymonkey.com/r/SEMINOLECUSTOMER2017 NOTE: Florida has a very broad public records law. Most written communications to or from state officials are public records available to the public and media upon request. Your email communications may therefore be subject to public disclosure. Mission: To protect, promote and improve health of all people in Florida through integrated state, county, and community efforts. Vision: To be the Healthiest State in the Nation 1213 4055 Highway 53 East • Dawsonville, GA 30534 706-579-1607 PHONE • 1-706-265-4916 FAX • www.millcreekenvironmental.com July 19, 2021 Seminole County Fire Department 150 Eslinger Way Sanford, Florida 32773 Attention: Ms. Christina Diaz, Fire Marshal E-mail: cdiaz@seminolecountyfl.gov Subject: Phase I ESA Records Request Parcel Numbers: 26-20-30-5AR-0D00-016G and 33-20-30-513-0C00-0010 West State Road 434 at Sara Nichole Lane Winter Springs, Seminole County, Florida 32714 Dear Fire Marshal Diaz, Mill Creek Environmental, LLC (MCE) is in the process of completing an Environmental Site Assessment (ESA) for the subject property referenced above. As required by the standards for ESA preparation, this letter is being sent to request any information you may have concerning the subject property regarding the following items: • Storage of hazardous substances or petroleum products at the subject property; • Release of petroleum or hazardous materials to the environment at the subject property; or • Any other known environmental issues at the subject property. Please call or forward any information that you may have on this property. Your time spent on this matter is greatly appreciated. If you have any questions or information regarding this site, please contact us at 706-579-1607 or at the e-mail address listed below. Sincerely, MILL CREEK ENVIRONMENTAL, LLC Erin Cunefare Environmental Scientist ecunefare@millcreekenvironmental.com 1214 1 Erin Cunefare From:Magluta, Annie [AMagluta02@seminolecountyfl.gov] Sent:Tuesday, July 20, 2021 3:02 PM To:ecunefare@millcreekenvironmental.com Subject:FW: Environmental Records Request-West State Road 434 at Sara Nichole Lane Attachments:Records Request Letter- FD.PDF I have searched our data base and did not find any hazmat incidents at West State Road 434 at Sara Nichole Land in Winter Springs, Seminole County Florida 32714. Please contact Ruth Rauenzahu from Orange County EPD at 407 836-1475 to search for Tanks / petroleum searches. Have a great day, Annie Magluta Seminole County Fire Department 150 Eslinger Way Sanford, FL 32773 407 665-5164 From: Diaz, Christina Sent: Monday, July 19, 2021 3:17 PM To: Gordon, Diane <dgordon@seminolecountyfl.gov>; Magluta, Annie <AMagluta02@seminolecountyfl.gov> Cc: ecunefare@millcreekenvironmental.com Subject: FW: Environmental Records Request‐West State Road 434 at Sara Nichole Lane Diane and/or Annie, Can you please assist the customer with his request. Thank you! Sincerely, V{Ü|áà|Çt W|té Christina Diaz Fire Marshal Seminole County Fire Department Fire Prevention Division 150 Eslinger Way Sanford, FL 32773 407-665-5042 Office 1215 2 ~ An Ounce of Prevention is Worth a Pound of Cure ~ ‐Benjamin Franklin‐ From: Erin Cunefare [mailto:ecunefare@millcreekenvironmental.com] Sent: Monday, July 19, 2021 3:08 PM To: Diaz, Christina <cdiaz@seminolecountyfl.gov> Subject: Environmental Records Request‐West State Road 434 at Sara Nichole Lane NOTICE: This email was sent from someone outside of the Seminole County BCC Organization. Always use caution when opening attachments or clicking links from unknown senders or when receiving unexpected emails. If you believe this message to be suspect, please contact support at 311 and forward message to CSDSupport@seminolecountyfl.gov Good Afternoon, We are completing a Phase I Environmental Site Assessment for a property located at West State Road 434 at Sara Nichole Land in Winter Springs, Seminole County Florida 32714. Part of that process requires us to contact local agencies to see if they have any information on the property. Please see the attached letter for more details. Thanks Erin Cunefare Mill Creek Environmental, LLC 4055 Highway 53 East Dawsonville, Georgia 30534 404-713-3250 Cell 706-579-1607 Office 706-265-4916 Fax ecunefare@millcreekenvironmental.com www.millcreekenvironmental.com 25 Years of Satisfied Customers! CONFIDENTIALITY STATEMENT: Documents accompanying this email may contain information from Mill Creek Environmental, LLC that is confidential and privileged. The information is intended for the use of the individual or entity to which it is directed. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of the contents of 1216 3 the information is prohibited. If you have received this email in error, please notify us immediately and promptly delete the information. ****Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** 1217 Appendix D Certified Sanborn Maps 1218 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 July 16, 2021 6579630.3 1219 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 07/16/21 West State Road 434 At Sara Nichol Lane Vacant Parcels Mill Creek Environmental LLC 4055 HIGHWAY 53 E Winter Springs, FL 32708 6579630.3 Dawsonville, GA 30534 Jake Irwin The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Mill Creek Environmental LLC 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. F402-4C4F-8917 MTH-2101-1 UNMAPPED PROPERTY MTH Parcels 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 #: F402-4C4F-8917 Mill Creek Environmental LLC (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 2021 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. 6579630 3 2 1220 Appendix E Historical Aerial Photographs 1221 The EDR Aerial Photo Decade Package Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Inquiry Number: July 16, 2021 6579630.5 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 1222 2017 1"=500'Flight Year: 2017 USDA/NAIP 2013 1"=500'Flight Year: 2013 USDA/NAIP 2010 1"=500'Flight Year: 2010 USDA/NAIP 2007 1"=500'Flight Year: 2007 USDA/NAIP 1999 1"=500'Acquisition Date: January 01, 1999 USGS/DOQQ 1994 1"=500'Acquisition Date: March 11, 1994 USGS/DOQQ 1993 1"=500'Flight Date: February 13, 1993 USGS 1985 1"=500'Flight Date: March 12, 1985 USGS 1980 1"=500'Flight Date: April 16, 1980 USGS 1977 1"=500'Flight Date: November 27, 1977 USGS 1972 1"=500'Flight Date: February 23, 1972 USDA 1963 1"=500'Flight Date: January 04, 1963 U of FL 1952 1"=500'Flight Date: March 17, 1952 USGS 1948 1"=500'Flight Date: November 25, 1948 USDA 1940 1"=500'Flight Date: April 10, 1940 USDA EDR Aerial Photo Decade Package 07/16/21 Vacant Parcels Site Name:Client Name: Mill Creek Environmental LLC West State Road 434 At Sara Nichol Lane4055 HIGHWAY 53 E Winter Springs, FL 32708 Dawsonville, GA 30534 EDR Inquiry #6579630.5 Contact:Jake Irwin Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. 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 2021 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. 6579630 5-page 21223 6579630.5 2017 = 500'1224 6579630.5 2013 = 500'1225 6579630.5 2010 = 500'1226 6579630.5 2007 = 500'1227 6579630.5 1999 = 500'1228 6579630.5 1994 = 500'1229 6579630.5 1993 = 500'1230 6579630.5 1985 = 500'1231 6579630.5 1980 = 500'1232 6579630.5 1977 = 500'1233 6579630.5 1972 = 500'1234 6579630.5 1963 = 500'1235 6579630.5 1952 = 500'1236 6579630.5 1948 = 500'1237 6579630.5 1940 = 500'1238 Appendix F Historical Topographic Maps 1239 ('5+LVWRULFDO7RSR0DS5HSRUW Inquiry Number: $UPVWURQJ5RDGWKIORRU 6KHOWRQ&7 7ROO)UHH ZZZHGUQHWFRP ZLWK4XDG0DWFK Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 July 16, 2021 6579630.8 1240 ('5+LVWRULFDO7RSR0DS5HSRUW ('5,QTXLU\ Search Results: 32 3URMHFW 0DSV3URYLGHG Disclaimer - Copyright and Trademark 1otice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein arethe property of their respective owners. page &RRUGLQDWHV: /DWLWXGH /RQJLWXGH 870=RQH 870;0HWHUV 870<0HWHUV (OHYDWLRQ &RQWDFW 6LWH1DPH &OLHQW1DPH 2012 1994 1980 1972 1970 1962 07/16/21 Vacant Parcels Mill Creek Environmental LLC West State Road 434 At Sara N 4055 HIGHWAY 53 E Winter Springs, FL 32708 Dawsonville, GA 30534 6579630.8 Jake Irwin EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Mill Creek Environmental LLC were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. MTH-2101-1 28.698557 28° 41' 55" North MTH Parcels -81.322797 -81° 19' 22" West Zone 17 North 468468.72 3174631.72 54.88' above sea level 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 2021 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. 6579630 8 21241 page Topo Sheet .H\ This EDR Topo Map Report is based upon the following USGS topographic map sheets. 2012 Source Sheets Casselberry 7.5-minute, 24000 1994 Source Sheets Casselberry 7.5-minute, 24000 Aerial Photo Revised 1994 1980 Source Sheets Casselberry 7.5-minute, 24000 Aerial Photo Revised 1977 1972 Source Sheets Casselberry 7.5-minute, 24000 Aerial Photo Revised 1970 6579630 8 3 1242 page Topo Sheet .H\ This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1970 Source Sheets Casselberry 7.5-minute, 24000 Aerial Photo Revised 1970 1962 Source Sheets Casselberry 7.5-minute, 24000 Aerial Photo Revised 1958 6579630 8 4 1243 +LVWRULFDO7RSR0DS page SITE NAME: ADDRESS: CLIENT: This Ueport includes information from the following map sheet(s). (: 6:66( 1:11( 2012 0 Miles 0.25 0.5 1 1.5 Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Mill Creek Environmental LLC TP, Casselberry, 2012, 7.5-minute 6579630 8 5 1244 +LVWRULFDO7RSR0DS page SITE NAME: ADDRESS: CLIENT: This Ueport includes information from the following map sheet(s). (: 6:66( 1:11( 1994 0 Miles 0.25 0.5 1 1.5 Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Mill Creek Environmental LLC TP, Casselberry, 1994, 7.5-minute 6579630 8 6 1245 +LVWRULFDO7RSR0DS page SITE NAME: ADDRESS: CLIENT: This Ueport includes information from the following map sheet(s). (: 6:66( 1:11( 1980 0 Miles 0.25 0.5 1 1.5 Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Mill Creek Environmental LLC TP, Casselberry, 1980, 7.5-minute 6579630 8 7 1246 +LVWRULFDO7RSR0DS page SITE NAME: ADDRESS: CLIENT: This Ueport includes information from the following map sheet(s). (: 6:66( 1:11( 1972 0 Miles 0.25 0.5 1 1.5 Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Mill Creek Environmental LLC TP, Casselberry, 1972, 7.5-minute 6579630 8 8 1247 +LVWRULFDO7RSR0DS page SITE NAME: ADDRESS: CLIENT: This Ueport includes information from the following map sheet(s). (: 6:66( 1:11( 1970 0 Miles 0.25 0.5 1 1.5 Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Mill Creek Environmental LLC TP, Casselberry, 1970, 7.5-minute 6579630 8 9 1248 +LVWRULFDO7RSR0DS page SITE NAME: ADDRESS: CLIENT: This Ueport includes information from the following map sheet(s). (: 6:66( 1:11( 1962 0 Miles 0.25 0.5 1 1.5 Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Mill Creek Environmental LLC TP, Casselberry, 1962, 7.5-minute 6579630 8 10 1249 Appendix G Additional Information 1250 1251 Parcel Map Parcel:33-20-30-513-0C00-0010 Property Address:TALMO ST WINTER SPRINGS, FL 32708 SCPA Parcel View: 33-20-30-513-0C00-0010 https://parceldetails.scpafl.org/ParcelMapPrinterFriendly.aspx?PID=332... 1 of 1 7/15/2021, 5:21 PM 1252 Property Record Card Parcel:33-20-30-513-0C00-0010 Property Address:TALMO ST WINTER SPRINGS, FL 32708 Parcel Information Parcel 33-20-30-513-0C00-0010 Owner(s)MTH DEVELOPMENT LLC Property Address TALMO ST WINTER SPRINGS, FL 32708 Mailing 160 N SPRING LAKE DR ALTAMONTE SPG, FL 32714-3408 Subdivision Name TALMO SUBD Tax District L1-LONGWOOD DOR Use Code 10-VAC GENERAL-COMMERCIAL Exemptions None - Apply For Homestead Online Agricultural Classification No - Additional Information Value Summary 2021 Working Values 2020 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$212,355 $212,355 Land Value Ag Just/Market Value **$212,355 $212,355 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $212,355 $212,355 2020 Tax Amount without Exemptions: $3,511.88 2020 Tax Bill Amount $3,511.88 2020 Tax Savings with Exemptions: $0.00 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 1 & 2 (LESS RD) BLK C TALMO SUB D PB 9 PG 10 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$212,355 $0 $212,355 COUNTY GENERAL FUND $212,355 $0 $212,355 CITY LONGWOOD $212,355 $0 $212,355 Schools $212,355 $0 $212,355 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 11/1/2015 08591 0751 $190,000 No Vacant CORRECTIVE DEED 8/1/2005 05874 1508 $100 No Vacant WARRANTY DEED 8/1/2005 05874 1509 $100,000 No Vacant QUIT CLAIM DEED 7/1/2002 04451 1132 $100 No Vacant Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 28314 $7.50 $212,355 Building Information Permits SCPA Parcel View: 33-20-30-513-0C00-0010 https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=33... 1 of 2 7/15/2021, 5:21 PM 1253 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 No Extra Features Zoning Zoning Zoning Description Future Land Use FutureLandUseDescription East End IMU OUT IMU SCPA Parcel View: 33-20-30-513-0C00-0010 https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=33... 2 of 2 7/15/2021, 5:21 PM 1254 1255 Parcel Map Parcel:26-20-30-5AR-0D00-016G Property Address:W SR 434 WINTER SPRINGS, FL 32708 SCPA Parcel View: 26-20-30-5AR-0D00-016G https://parceldetails.scpafl.org/ParcelMapPrinterFriendly.aspx?PID=262... 1 of 1 7/15/2021, 4:45 PM 1256 Property Record Card Parcel:26-20-30-5AR-0D00-016G Property Address:W SR 434 WINTER SPRINGS, FL 32708 Parcel Information Parcel 26-20-30-5AR-0D00-016G Owner(s)MTH DEV LLC Property Address W SR 434 WINTER SPRINGS, FL 32708 Mailing 160 N SPRING LAKE DR ALTAMONTE SPG, FL 32714-3408 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 10-VAC GENERAL-COMMERCIAL Exemptions None - Apply For Homestead Online Agricultural Classification No - Additional Information Value Summary 2021 Working Values 2020 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$1,466,911 $1,447,353 Land Value Ag Just/Market Value **$1,466,911 $1,447,353 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $1,466,911 $1,447,353 2020 Tax Amount without Exemptions: $23,465.50 2020 Tax Bill Amount $23,465.50 2020 Tax Savings with Exemptions: $0.00 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description PT OF LOT 16 BLK D DESC AS BEG INT OF WLY LI LOT 16 & N R/W LI ST RD 434 RUN N 05 DEG 45 MIN 00 SEC E 351.23 FT S 89 DEG 02 MIN 30 SEC E 904.34 FT S 05 DEG 40 MIN 31 SEC W 351.19 FT N 89 DEG 02 MIN 30 SEC W 904.80 FT TO BEG DR MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$1,466,911 $0 $1,466,911 CITY WINTER SPRINGS $1,466,911 $0 $1,466,911 FIRE FUND $1,466,911 $0 $1,466,911 COUNTY GENERAL FUND $1,466,911 $0 $1,466,911 Schools $1,466,911 $0 $1,466,911 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 9/1/2007 06826 1158 $100 No Vacant WARRANTY DEED 8/1/2007 06781 1512 $1,700,000 Yes Vacant SPECIAL WARRANTY DEED 6/1/2001 04112 0825 $1,000,000 No Vacant Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 195584 $7.50 $1,466,880 SCPA Parcel View: 26-20-30-5AR-0D00-016G https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=26... 1 of 2 7/15/2021, 4:34 PM 1257 ACREAGE 3 $10.20 $31 Building Information 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 No Extra Features Zoning Zoning Zoning Description Future Land Use FutureLandUseDescription C-1 Retail Commercial-Commodies Commercial SCPA Parcel View: 26-20-30-5AR-0D00-016G https://parceldetails.scpafl.org/ParcelDetailPrinterFriendly.aspx?PID=26... 2 of 2 7/15/2021, 4:34 PM 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 1269 1270 1271 1272 1273 1274 1275 1276 1277 1278 1279 1280 1281 Appendix H Radius Map Report 1282 FORM-LBD-DVV ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Vacant Parcels West State Road 434 At Sara Nichol Lane Winter Springs, FL 32708 Inquiry Number: 6579630.2s July 16, 2021 1283 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 113 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-9 Physical Setting Source Map Findings A-10 Physical Setting Source Records Searched PSGR-1 TC6579630.2s 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 The EDR FieldCheck System enables EDR’s customers to make certain online modifications to the maps and text contained in® EDR Radius Map Reports. As a result, the maps and text contained in this Report may have been so modified. EDR has not taken any action to verify any such modifications, and this report and the findings set forth herein must be read in light of this fact. The EDR FieldCheck System accesses user-modified records from previously submitted reports. Any user-modified record from a previous report that is plotted outside the search radius of this report may not be included in this report. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. 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All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS 1284 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 1 A search of the environmental records was conducted by Environmental Data Resources, Inc. (EDR). MILL CREEK ENVIRONMENTAL LLC used the EDR FieldCheck System to review and/or revise the results of this search, based on independent data verification by MILL CREEK ENVIRONMENTAL LLC. 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) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS WEST STATE ROAD 434 AT SARA NICHOL LANE WINTER SPRINGS, FL 32708 COORDINATES 28.6985570 - 28˚ 41’ 54.80’’Latitude (North): 81.3227970 - 81˚ 19’ 22.06’’Longitude (West): Zone 17Universal Tranverse Mercator: 468468.1UTM X (Meters): 3174457.0UTM Y (Meters): 54 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5656107 CASSELBERRY, FLTarget Property Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20151017Portions of Photo from: USDASource: 1285 6579630.2s Page 2 32 TIMES SQUARE PLAZA 851 E. SR 434 DWM CONTAM Higher 2457, 0.465, West G31 *MICROVIA (FORMERLY 1150 BELLE AVENUE CLEANUP SITES, RESP PARTY, VCP, DWM CONTAM Higher 2093, 0.396, ESE G30 FORMER MICROVIA FACI 1150 BELLE AVENUE CLEANUP SITES, BROWNFIELDS Higher 2093, 0.396, ESE 29 FIRST BAPTIST CHURCH 891 E STATE ROAD 434 SWF/LF Higher 1933, 0.366, West F28 WINTER SPRINGS FOOD 895 HWY 434 UST, LUST, Financial Assurance Lower 1894, 0.359, East F27 LOS LAGOS DEBRIS MAN 900 WEST STATE ROAD SWF/LF Lower 1795, 0.340, East 26 AUTOMOTIVE ONE, INC. 785 S US HIGHWAY 17- SWF/LF Higher 1734, 0.328, SW 25 H & M HOLDING 315 N HWY 17 92 UST, Financial Assurance Higher 1173, 0.222, NW D24 PHILLIPS 66 STATION HWY 17/92 & SR 434 UST Higher 919, 0.174, WSW E23 LAND ROVER ORLANDO 265 N US HWY 17-92 RCRA NonGen / NLR, ECHO, FINDS Higher 917, 0.174, WNW E22 FIELDS MOTOR CARS OF 265 N HWY 17-92 LUST, TANKS Higher 917, 0.174, WNW 21 SHINERS CAR WASH 205 S HWY 17-92 UST, Financial Assurance Higher 909, 0.172, WSW D20 BLUE RIBBON CLEANERS 160 S HWY 17-92 DWM CONTAM Higher 905, 0.171, WSW D19 FLORIDA DEP DSCP D30 160 S HWY 17-92 DC RCRA-VSQG Higher 905, 0.171, WSW D18 BLUE RIBBON CLEANERS 160 S HWY 17-92 CLEANUP SITES, PRIORITYCLEANERS Higher 905, 0.171, WSW D17 YOUR NEIGHBORHOOD CL 160 S US HIGHWAY 17- ECHO, FINDS, RCRA-VSQG Higher 905, 0.171, WSW D16 PEP BOYS #1435 100 US HWY 17-92 S FINDS, ECHO, RCRA-VSQG Higher 875, 0.166, West D15 ALLIED TIRE STORE #4 100 S 17-92 UST, CLEANUP SITES, LUST, DWM CONTAM Higher 835, 0.158, West D14 FORMER TEXACO FOOD M 108 N HWY 17-92 UST, LUST, Financial Assurance Higher 803, 0.152, West D13 MOBIL OIL CORP SS #A 101 S US HWY 17-92 RCRA NonGen / NLR, ECHO, FINDS Higher 725, 0.137, WSW D12 EXXON MOBIL R/S #119 101 S HWY 17-92 UST, LUST, Financial Assurance Higher 725, 0.137, WSW 11 SAVE A TON 1095 W SR 434 UST, LUST, Financial Assurance Lower 702, 0.133, ESE C10 ACTION AUTO MALL 151 N HWY 1792 SWF/LF Higher 656, 0.124, West C9 EXXON #4-4003 107 N HWY 17 & 92 UST, LUST, Financial Assurance Higher 516, 0.098, West C8 EXXON CO USA #44003 107 N HWY 17 & 92 RCRA NonGen / NLR, ECHO, FINDS Higher 486, 0.092, West 7 LEES AUTOMOTIVE CENT 1313 W SR 434 FINDS, ECHO, RCRA NonGen / NLR Higher 484, 0.092, WSW B6 COMMUNITY CLEANERS & 1750 SUNSHADOW DR ST EDR Hist Cleaner Higher 366, 0.069, SE B5 WINN-DIXIE #2273 1750 SUNSHADOW DR #1 RCRA-VSQG, ECHO, FINDS Higher 366, 0.069, SE A4 STAR BRITE CLEANERS 1301 W STATE ROAD 43 EDR Hist Cleaner Higher 167, 0.032, SW A3 STAR BRITE CLEANERS 1301 W STATE ROAD 43 FINDS, ECHO, RCRA NonGen / NLR, PRIORITYCLEANERS,... Higher 167, 0.032, SW A2 STAR BRITE CLEANERS 1301 W STATE ROAD 43 DWM CONTAM Higher 167, 0.032, SW A1 STAR BRITE CLEANERS 1201 WEST HIGHWAY 43 EDR Hist Cleaner Higher 149, 0.028, WSW Reg FORMER MICROVIA BROW BROWNFIELDS Same 1707, 0.323, ESE Reg VILLIAGE WALK S.E.E. BROWNFIELDS Same 1323, 0.251, East Reg CASSELBERRY CITY PRO BROWNFIELDS Same 2580, 0.489, SSW Reg UNINCORPORATED SEMIN BROWNFIELDS Same 1 ft. Reg SEMINOLE ECONOMIC EN BROWNFIELDS Same 1 ft. Reg LONGWOOD ECONOMIC EN BROWNFIELDS Same 1 ft. MAPPED SITES SUMMARY Target Property Address: WEST STATE ROAD 434 AT SARA NICHOL LANE WINTER SPRINGS, FL 32708 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 1286 EXECUTIVE SUMMARY TC6579630.2s 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 sites were identified in 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 Federal ERNS list ERNS Emergency Response Notification System 1287 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 4 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 FEMA UST Underground Storage Tank Listing FF TANKS Federal Facilities Listing AST Storage Tank Facility Information INDIAN UST Underground Storage Tanks on Indian Land 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 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 ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register 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 Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System 1288 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 5 SPILLS Oil and Hazardous Materials Incidents SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records 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 ECHO Enforcement & Compliance History Information DOCKET HWC Hazardous Waste Compliance Docket Listing UXO Unexploded Ordnance Sites 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 Financial Assurance Financial Assurance Information Listing FL Cattle Dip. Vats Cattle Dipping Vats 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 1289 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 6 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Auto EDR Exclusive Historical Auto Stations 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the RCRA-VSQG list, as provided by EDR, has revealed that there are 4 RCRA-VSQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WINN-DIXIE #2273 1750 SUNSHADOW DR #1 SE 0 - 1/8 (0.069 mi.) B5 18 EPA ID:: FLR000202853: PEP BOYS #1435 100 US HWY 17-92 S W 1/8 - 1/4 (0.166 mi.) D16 69 1290 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 7 EPA ID:: FL0000365346: YOUR NEIGHBORHOOD CL 160 S US HIGHWAY 17- WSW 1/8 - 1/4 (0.171 mi.) D17 72 EPA ID:: FLD982132375: EPA ID:: FLD982132375: EPA ID:: FLD982132375: FLORIDA DEP DSCP D30 160 S HWY 17-92 DC WSW 1/8 - 1/4 (0.171 mi.) D19 83 EPA ID:: FLR000132704: 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). An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the SWF/LF list, as provided by EDR, has revealed that there are 4 SWF/LF sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ACTION AUTO MALL 151 N HWY 1792 W 0 - 1/8 (0.124 mi.) C10 35 Facility-Site Id: 101660: Class Status: INACTIVE (I): AUTOMOTIVE ONE, INC. 785 S US HIGHWAY 17- SW 1/4 - 1/2 (0.328 mi.) 26 100 Facility-Site Id: 101152: Class Status: ACTIVE (A): FIRST BAPTIST CHURCH 891 E STATE ROAD 434 W 1/4 - 1/2 (0.366 mi.) 29 107 Facility-Site Id: 102405: Class Status: INACTIVE (I): PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ LOS LAGOS DEBRIS MAN 900 WEST STATE ROAD E 1/4 - 1/2 (0.340 mi.) F27 101 Facility-Site Id: 106683: Class Status: INACTIVE (I): 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the LUST list, as provided by EDR, has revealed that there are 7 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ EXXON #4-4003 107 N HWY 17 & 92 W 0 - 1/8 (0.098 mi.) C9 29 1291 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 8 Discharge Cleanup Status: SRCR - SRCR COMPLETE: Facility-Site Id: 8516610: Facility Status: CLOSED: EXXON MOBIL R/S #119 101 S HWY 17-92 WSW 1/8 - 1/4 (0.137 mi.) D12 46 Discharge Cleanup Status: NFA - NFA COMPLETE: Discharge Cleanup Status: SRCR - SRCR COMPLETE: Facility-Site Id: 8520841: Facility Status: CLOSED: FORMER TEXACO FOOD M 108 N HWY 17-92 W 1/8 - 1/4 (0.152 mi.) D14 57 Discharge Cleanup Status: SRCR - SRCR COMPLETE: Facility-Site Id: 8516680: Facility Status: CLOSED: ALLIED TIRE STORE #4 100 S 17-92 W 1/8 - 1/4 (0.158 mi.) D15 63 Discharge Cleanup Status: RA - RA ONGOING: Facility-Site Id: 8943607: Facility Status: CLOSED: FIELDS MOTOR CARS OF 265 N HWY 17-92 WNW 1/8 - 1/4 (0.174 mi.) E22 89 Discharge Cleanup Status: NFA - NFA COMPLETE: Facility-Site Id: 9802987: Facility Status: CLOSED: PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SAVE A TON 1095 W SR 434 ESE 1/8 - 1/4 (0.133 mi.) 11 36 Discharge Cleanup Status: NFA - NFA COMPLETE: Facility-Site Id: 8516644: Facility Status: OPEN: WINTER SPRINGS FOOD 895 HWY 434 E 1/4 - 1/2 (0.359 mi.) F28 102 Discharge Cleanup Status: NFA - NFA COMPLETE: Facility-Site Id: 8516794: Facility Status: CLOSED: 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the UST list, as provided by EDR, has revealed that there are 8 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ EXXON #4-4003 107 N HWY 17 & 92 W 0 - 1/8 (0.098 mi.) C9 29 Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: 1292 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 9 Tank Status: B: Tank Status: B: Facility-Site Id: 8516610: Facility Status: CLOSED: EXXON MOBIL R/S #119 101 S HWY 17-92 WSW 1/8 - 1/4 (0.137 mi.) D12 46 Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Facility-Site Id: 8520841: Facility Status: CLOSED: FORMER TEXACO FOOD M 108 N HWY 17-92 W 1/8 - 1/4 (0.152 mi.) D14 57 Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: B: Facility-Site Id: 8516680: Facility Status: CLOSED: ALLIED TIRE STORE #4 100 S 17-92 W 1/8 - 1/4 (0.158 mi.) D15 63 Tank Status: B: Tank Status: B: Facility-Site Id: 8943607: Facility Status: CLOSED: SHINERS CAR WASH 205 S HWY 17-92 WSW 1/8 - 1/4 (0.172 mi.) 21 87 Tank Status: A: Tank Status: A: Tank Status: A: Tank Status: A: Facility-Site Id: 8944723: Facility Status: CLOSED: PHILLIPS 66 STATION HWY 17/92 & SR 434 WSW 1/8 - 1/4 (0.174 mi.) D24 98 Tank Status: B: Tank Status: B: Tank Status: B: Facility-Site Id: 8516709: Facility Status: CLOSED: H & M HOLDING 315 N HWY 17 92 NW 1/8 - 1/4 (0.222 mi.) 25 99 Tank Status: U: Facility-Site Id: 9046300: Facility Status: OPEN: PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SAVE A TON 1095 W SR 434 ESE 1/8 - 1/4 (0.133 mi.) 11 36 1293 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 10 Tank Status: B: Tank Status: B: Tank Status: B: Tank Status: U: Tank Status: U: Facility-Site Id: 8516644: Facility Status: OPEN: TANKS: 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the TANKS list, as provided by EDR, has revealed that there is 1 TANKS site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FIELDS MOTOR CARS OF 265 N HWY 17-92 WNW 1/8 - 1/4 (0.174 mi.) E22 89 Facility ID: 9802987: Facility Status: CLOSED: State and tribal voluntary cleanup sites VCP: The Florida Voluntary Cleanup Program database. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the VCP list, as provided by EDR, has revealed that there is 1 VCP site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ *MICROVIA (FORMERLY 1150 BELLE AVENUE ESE 1/4 - 1/2 (0.396 mi.) G31 109 Comet Site Id: 24201: 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the BROWNFIELDS list, as provided by EDR, has revealed that there are 7 BROWNFIELDS sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ LONGWOOD ECONOMIC EN 0 - 1/8 (0.000 mi.) 0 8 SEMINOLE ECONOMIC EN 0 - 1/8 (0.000 mi.) 0 8 UNINCORPORATED SEMIN 0 - 1/8 (0.000 mi.) 0 8 CASSELBERRY CITY PRO SSW 1/4 - 1/2 (0.489 mi.) 0 9 1294 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 11 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ VILLIAGE WALK S.E.E. E 1/4 - 1/2 (0.251 mi.) 0 9 FORMER MICROVIA BROW ESE 1/4 - 1/2 (0.323 mi.) 0 9 FORMER MICROVIA FACI 1150 BELLE AVENUE ESE 1/4 - 1/2 (0.396 mi.) G30 107 Site Id: BF590701001: Site Id: BF590701001: Facility-Site Id: BF590701000: ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites Florida Priority Cleaners list comes from the Department of Environmental Protection. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the PRIORITYCLEANERS list, as provided by EDR, has revealed that there are 2 PRIORITYCLEANERS sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ STAR BRITE CLEANERS 1301 W STATE ROAD 43 SW 0 - 1/8 (0.032 mi.) A3 11 Facility-Site Id: 9501315: BLUE RIBBON CLEANERS 160 S HWY 17-92 WSW 1/8 - 1/4 (0.171 mi.) D18 82 Facility-Site Id: 9500616: Other Ascertainable Records RCRA NonGen / NLR: 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the RCRA NonGen / NLR list, as provided by EDR, has revealed that there are 5 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ STAR BRITE CLEANERS 1301 W STATE ROAD 43 SW 0 - 1/8 (0.032 mi.) A3 11 EPA ID:: FLD981479074: EPA ID:: FLD981479074: LEES AUTOMOTIVE CENT 1313 W SR 434 WSW 0 - 1/8 (0.092 mi.) 7 22 EPA ID:: FLD052782414: EPA ID:: FLD052782414: EXXON CO USA #44003 107 N HWY 17 & 92 W 0 - 1/8 (0.092 mi.) C8 26 EPA ID:: FLD984195347: EPA ID:: FLD984195347: MOBIL OIL CORP SS #A 101 S US HWY 17-92 WSW 1/8 - 1/4 (0.137 mi.) D13 54 1295 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 12 EPA ID:: FLD984205575: EPA ID:: FLD984205575: LAND ROVER ORLANDO 265 N US HWY 17-92 WNW 1/8 - 1/4 (0.174 mi.) E23 93 EPA ID:: FLD984197731: EPA ID:: FLD984197731: EPA ID:: FLD984197731: EPA ID:: FLD984197731: Florida Drycleaners list comes from the Department of Environmental Protection. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the DRYCLEANERS list, as provided by EDR, has revealed that there is 1 DRYCLEANERS site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ STAR BRITE CLEANERS 1301 W STATE ROAD 43 SW 0 - 1/8 (0.032 mi.) A3 11 Facility-Site Id: 9501315: Facility Status: CLOSED: 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). An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the DWM CONTAM list, as provided by EDR, has revealed that there are 5 DWM CONTAM sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ STAR BRITE CLEANERS 1301 W STATE ROAD 43 SW 0 - 1/8 (0.032 mi.) A2 10 Program Site Id: ERIC_5474: ALLIED TIRE STORE #4 100 S 17-92 W 1/8 - 1/4 (0.158 mi.) D15 63 Program Site Id: 8943607: BLUE RIBBON CLEANERS 160 S HWY 17-92 WSW 1/8 - 1/4 (0.171 mi.) D20 86 Program Site Id: ERIC_5462: *MICROVIA (FORMERLY 1150 BELLE AVENUE ESE 1/4 - 1/2 (0.396 mi.) G31 109 Program Site Id: ERIC_11121: TIMES SQUARE PLAZA 851 E. SR 434 W 1/4 - 1/2 (0.465 mi.) 32 111 Program Site Id: ERIC_11170: RESP PARTY: Open, inactive and closed responsible party sites An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the RESP PARTY list, as provided by EDR, has revealed that there is 1 RESP PARTY site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ *MICROVIA (FORMERLY 1150 BELLE AVENUE ESE 1/4 - 1/2 (0.396 mi.) G31 109 1296 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 13 Site Status: OPEN: EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Cleaner: 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. An online review and analysis by MILL CREEK ENVIRONMENTAL LLC of the EDR Hist Cleaner list, as provided by EDR, has revealed that there are 3 EDR Hist Cleaner sites within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ STAR BRITE CLEANERS 1201 WEST HIGHWAY 43 WSW 0 - 1/8 (0.028 mi.) A1 10 STAR BRITE CLEANERS 1301 W STATE ROAD 43 SW 0 - 1/8 (0.032 mi.) A4 18 COMMUNITY CLEANERS & 1750 SUNSHADOW DR ST SE 0 - 1/8 (0.069 mi.) B6 22 1297 EXECUTIVE SUMMARY TC6579630.2s EXECUTIVE SUMMARY 14 There were no unmapped sites in this report. 1298 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.40404040 40404040 1299 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. 1300 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 4 NR NR NR 3 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 0 0.001ERNS State- and tribal - equivalent CERCLIS 0 NR 0 0 0 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 4 NR NR 3 0 1 0.500SWF/LF State and tribal leaking storage tank lists 7 NR NR 1 5 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 0.250FEMA UST TC6579630.2s Page 4 1301 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 0.250FF TANKS 8 NR NR NR 7 1 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 1 NR NR NR 1 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 1 NR NR 1 0 0 0.500VCP State and tribal Brownfields sites 7 NR NR 4 0 3 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 0.500ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR 0 0.001US HIST CDL 2 NR NR 0 1 1 0.500PRIORITYCLEANERS 0 NR 0 0 0 0 1.000Fl Sites 0 NR NR NR NR 0 0.001US CDL 0 NR NR 0 0 0 0.500PFAS Local Land Records 0 NR NR NR NR 0 0.001LIENS 2 Records of Emergency Release Reports 0 NR NR NR NR 0 0.001HMIRS 0 NR NR NR NR 0 0.001SPILLS 0 NR NR NR NR 0 0.001SPILLS 90 0 NR NR NR NR 0 0.001SPILLS 80 Other Ascertainable Records 5 NR NR NR 2 3 0.250RCRA NonGen / NLR TC6579630.2s Page 5 1302 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 0 0.001US FIN ASSUR 0 NR NR NR NR 0 0.001EPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR 0 0.001TSCA 0 NR NR NR NR 0 0.001TRIS 0 NR NR NR NR 0 0.001SSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR 0 0.001RMP 0 NR NR NR NR 0 0.001RAATS 0 NR NR NR NR 0 0.001PRP 0 NR NR NR NR 0 0.001PADS 0 NR NR NR NR 0 0.001ICIS 0 NR NR NR NR 0 0.001FTTS 0 NR NR NR NR 0 0.001MLTS 0 NR NR NR NR 0 0.001COAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR 0 0.001PCB TRANSFORMER 0 NR NR NR NR 0 0.001RADINFO 0 NR NR NR NR 0 0.001HIST FTTS 0 NR NR NR NR 0 0.001DOT 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 0 0.001LEAD SMELTERS 0 NR NR NR NR 0 0.001US AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR 0 0.001FINDS 0 NR NR NR NR 0 0.001ECHO 0 NR NR NR NR 0 0.001DOCKET HWC 0 NR 0 0 0 0 1.000UXO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR 0 0.001AIRS 0 NR NR NR NR 0 0.001ASBESTOS 0 NR NR NR NR 0 0.001CLEANUP SITES 0 NR NR NR 0 0 0.250DEDB 1 NR NR NR 0 1 0.250DRYCLEANERS 5 NR NR 2 2 1 0.500DWM CONTAM 0 NR NR NR NR 0 0.001Financial 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 0 0.001TIER 2 0 NR NR NR NR 0 0.001UIC 0 NR NR NR NR 0 0.001NPDES 0 NR NR NR NR 0 0.001MINES MRDS TC6579630.2s Page 6 1303 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 3 NR NR NR NR 3 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR 0 0.001RGA HWS 0 NR NR NR NR 0 0.001RGA LF 0 NR NR NR NR 0 0.001RGA LUST 49 0 0 12 21 16 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC6579630.2s Page 7 1304 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 523769.0261YCoord: 658711.977XCoord: 4449662.70Area: SHPMethod: 277Object Id: The City of LongwoodSource: 07/18/2011Resolution Date: 11-1285Resolution: 1099.53120Acreage: CentralDistrict: BF591101000Area id: LONGWOOD, FLCity,State,Zip: Not reportedAddress: LONGWOOD ECONOMIC ENHANCEMENT PROGRAMName: BROWNFIELDS AREAS: 1 ft. LONGWOOD, FL < 1/8 N/A BROWNFIELDSLONGWOOD ECONOMIC ENHANCEMENT PROGRAM S111274314 525378.1552YCoord: 661047.051XCoord: 442937.643Area: SHPMethod: 200Object Id: The City of Winter SpringsSource: 02/11/2008Resolution Date: 2008-10Resolution: 109.451835Acreage: CentralDistrict: BF590808000Area id: WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: SEMINOLE ECONOMIC ENHANCEMENT DISTRICT - WINTER SPRINGSName: BROWNFIELDS AREAS: 1 ft. WINTER SPRINGS, FL < 1/8 N/A BROWNFIELDSSEMINOLE ECONOMIC ENHANCEMENT DISTRICT - WINTER SP S109924850 660932.626XCoord: 3863647.85Area: SHPMethod: 193Object Id: Seminole CountySource: 09/09/2008Resolution Date: 2008-R-213Resolution: 954.724319Acreage: CentralDistrict: BF590809000Area id: SEMINOLE, FLCity,State,Zip: Not reportedAddress: UNINCORPORATED SEMINOLE ECONOMIC ENHANCEMENT DISTRICTName: BROWNFIELDS AREAS: 1 ft. SEMINOLE, FL < 1/8 N/A BROWNFIELDSUNINCORPORATED SEMINOLE ECONOMIC ENHANCEMENT DISTR S109924849 TC6579630.2s Page 8 1305 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 524355.6281YCoord: UNINCORPORATED SEMINOLE ECONOMIC ENHANCEMENT DISTRICT (Continued) S109924849 522947.1620YCoord: 660470.613XCoord: 29425.4492Area: SHPMethod: 194Object Id: The City of CasselberrySource: 02/05/2008Resolution Date: 08-1861Resolution: 7.27116788Acreage: CentralDistrict: BF590810000Area id: CASSELBERRY, FLCity,State,Zip: Not reportedAddress: CASSELBERRY CITY PROPERTIES / S.E.E.D.Name: BROWNFIELDS AREAS: 2580 ft. CASSELBERRY, FL 1/4-1/2 N/A SSW BROWNFIELDSCASSELBERRY CITY PROPERTIES / S.E.E.D. S109924848 524852.1601YCoord: 663438.881XCoord: 1689761.34Area: PAPERMethod: 232Object Id: CITY OF WINTER SPRINGSSource: 09/03/2008Resolution Date: 2008-37Resolution: 417.549163Acreage: CentralDistrict: BF590804000Area id: CITY OF WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: VILLIAGE WALK S.E.E.D. / BROWNFIELDName: BROWNFIELDS AREAS: 1323 ft. CITY OF WINTER SPRINGS, FL 1/4-1/2 N/A East BROWNFIELDSVILLIAGE WALK S.E.E.D. / BROWNFIELD S109353650 03/12/2007Resolution Date: 07-1767Resolution: 6.89560999Acreage: CentralDistrict: BF590701000Area id: CASSELBERRY, FLCity,State,Zip: Not reportedAddress: FORMER MICROVIA BROWNFIELD AREAName: BROWNFIELDS AREAS: 1707 ft. CASSELBERRY, FL 1/4-1/2 N/A ESE BROWNFIELDSFORMER MICROVIA BROWNFIELD AREA S108634465 TC6579630.2s Page 9 1306 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 523821.6767YCoord: 661759.430XCoord: 27905.5150Area: shpMethod: 235Object Id: The City of CasselberrySource: FORMER MICROVIA BROWNFIELD AREA (Continued) S108634465 STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1994: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1993: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1992: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1991: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1990: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1989: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1988: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1987: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1986: Name: / Type:Year: EDR Hist Cleaner: 149 ft. Site 1 of 4 in cluster A 0.028 mi. Relative: Higher Actual: 72 ft. Client Plot < 1/8 CASSELBERRY, FL 32708 WSW 1201 WEST HIGHWAY 434 N/A A1 EDR Hist CleanerSTAR BRITE CLEANERS 1018574495 Not reportedName Changed: (850)971-9952Phone: FRANCES LATNEROperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: ClosedFacility Status: WGPSMethod: NAD83Datum: Not reportedPriority Score: DRYCLEANINGProgram Area: CDOffice/ District: 27.5933Long SS: 19Long MM: 81Long DD: 51.6821Lat SS: 41Lat MM: 28Lat DD: ERIC_5474Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 1301 W STATE ROAD 434Address: STAR BRITE CLEANERSName: DWM CONTAM: 167 ft. Site 2 of 4 in cluster A 0.032 mi. Relative: Higher Actual: 73 ft. < 1/8 WINTER SPRINGS, FL SW 1301 W STATE ROAD 434 N/A A2 DWM CONTAMSTAR BRITE CLEANERS S125964064 TC6579630.2s Page 10 1307 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: STAR BRITE CLEANERS (Continued) S125964064 PrivateOwner Type: JAMIE MCDUFFIEOwner Name: WINTER SPRINGS, FL 32708-2342Mailing City,State,Zip: W STATE ROAD 434Mailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: PRESContact Title: Not reportedContact Email: Not reportedContact Fax: 407-699-9833Contact Telephone: WINTER SPRINGS, FL 32708Contact City,State,Zip: W HWY 434Contact Address: JITENDRA PARMARContact Name: FLD981479074EPA ID: WINTER SPRINGS, FL 32708-2342Handler City,State,Zip: 1301 W STATE ROAD 434Handler Address: STAR BRITE CLEANERSHandler Name: 2011-06-03 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: Not reportedVoluntary Cleanup: 149Score: 9501315Facility ID: Issued Site Rehabilitation Completion OrderRank: WINTER SPRINGS, FL 32708City,State,Zip: 1301 W HWY 434Address: STAR BRITE CLEANERSName: PRIORITYCLEANERS: 167 ft.DRYCLEANERSSite 3 of 4 in cluster A 0.032 mi.PRIORITYCLEANERS Relative: Higher Actual: 73 ft. < 1/8 RCRA NonGen / NLRWINTER SPRINGS, FL 32708 SW ECHO1301 W STATE ROAD 434 N/A A3 FINDSSTAR BRITE CLEANERS 1000350908 TC6579630.2s Page 11 1308 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoSub-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: 2016-12-14 18:29:12.0Handler 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: STAR BRITE CLEANERSOperator Name: STAR BRITE CLEANERS (Continued) 1000350908 TC6579630.2s Page 12 1309 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: J PARMAR INCOwner/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 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 1986-08-15 00:00:00.Date Became Current: PrivateLegal Status: STAR BRITE CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 1986-08-15 00:00:00.Date Became Current: PrivateLegal Status: STAR BRITE CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: 2004-10-15 00:00:00.Date Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: JAMIE MCDUFFIEOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,Waste Description: F002Waste Code: Hazardous Waste Summary: STAR BRITE CLEANERS (Continued) 1000350908 TC6579630.2s Page 13 1310 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation STAR BRITE CLEANERSHandler Name: 2004-12-06 00:00:00.0Receive Date: 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: Not a generator, verifiedFederal Waste Generator Description: STAR BRITE CLEANERSHandler Name: 2011-06-03 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: J PARMAR INCOwner/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 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 1986-08-15 00:00:00.Date Became Current: PrivateLegal Status: STAR BRITE CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2342Owner/Operator City,State,Zip: 1301 W STATE ROAD 434Owner/Operator Address: 2004-10-15 00:00:00.Date Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: JAMIE MCDUFFIEOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: STAR BRITE CLEANERS (Continued) 1000350908 TC6579630.2s Page 14 1311 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAgency Which Determined Violation: NoFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Facility Has Received Notices of Violation: DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN-OPERATED)NAICS Description: 81232NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: STAR BRITE CLEANERS (Continued) 1000350908 TC6579630.2s Page 15 1312 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: MAYEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: NoFound Violation: StateEvaluation Responsible Agency: 2007-05-09 00:00:00.0Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: JCHEvaluation Responsible Person Identifier: COMPLIANCE ASSISTANCE VISITEvaluation Type Description: NoFound Violation: StateEvaluation Responsible Agency: 2009-05-14 00:00:00.0Evaluation Date: Evaluation Action Summary: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: STAR BRITE CLEANERS (Continued) 1000350908 TC6579630.2s Page 16 1313 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 41339Owner ID: (407)699-9833Facility Phone: CLOSEDFacility Status: DrycleanerFacility Type: 9501315Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 1301 W HWY 434Address: STAR BRITE CLEANERSName: 12/10/2004Start Date: (407)699-9833RP Phone: WINTER SPRINGS, FL 32708Owner City,St,Zip: Not reportedOwner Addr2: 1301 W HWY 434Owner Address: J PARMAROwner Contact: STAR BRITE CLEANERSOwner Name: FACILITY OWNEROwner Role: 57225Owner ID: (407)699-9833Facility Phone: CLOSEDFacility Status: DrycleanerFacility Type: 9501315Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 1301 W HWY 434Address: STAR BRITE CLEANERSName: DRYCLEANERS: WINTER SPRINGS, FL 32708City,State,Zip: 1301 W STATE ROAD 434Address: STAR BRITE CLEANERSName: http://echo.epa.gov/detailed-facility-report?fid=110005991481DFR URL: 110005991481Registry ID: 1000350908Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110005991481Registry ID: FINDS: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: STAR BRITE CLEANERS (Continued) 1000350908 TC6579630.2s Page 17 1314 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 12/07/2005Start Date: (407)699-9833RP Phone: APOPKA, FL 32703Owner City,St,Zip: Not reportedOwner Addr2: 14 SPANISH OAK LNOwner Address: JITENDRA K PARMAROwner Contact: STAR BRITE CLEANERSOwner Name: ACCOUNT OWNEROwner Role: STAR BRITE CLEANERS (Continued) 1000350908 STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents2008: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents2004: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents2003: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents2002: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents2001: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents2000: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1999: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1996: STAR BRITE CLEANERS / Garment Pressing And Cleaners’ Agents1995: Name: / Type:Year: EDR Hist Cleaner: 167 ft. Site 4 of 4 in cluster A 0.032 mi. Relative: Higher Actual: 73 ft. < 1/8 WINTER SPRINGS, FL 32708 SW 1301 W STATE ROAD 434 N/A A4 EDR Hist CleanerSTAR BRITE CLEANERS 1018461898 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: PrivateLand Type: 04EPA Region: ENVIRO DIRECTORContact Title: LORIHODGE@WINN-DIXIE.COMContact Email: Not reportedContact Fax: 904-266-8029Contact Telephone: JACKSONVILLE, FL 32220-2152Contact City,State,Zip: W BEAVER STContact Address: LORI HODGEContact Name: FLR000202853EPA ID: CASSELBERRY, FL 32707-9049Handler City,State,Zip: 1750 SUNSHADOW DR #100Handler Address: WINN-DIXIE #2273Handler Name: 2013-09-17 00:00:00.0Date Form Received by Agency: RCRA-VSQG: 366 ft. Site 1 of 2 in cluster B 0.069 mi. Relative: Higher Actual: 57 ft. < 1/8 FINDSCASSELBERRY, FL 32707 SE ECHO1750 SUNSHADOW DR #100 N/A B5 RCRA-VSQGWINN-DIXIE #2273 1016447875 TC6579630.2s Page 18 1315 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 2016-12-14 18:29:12.0Handler 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: OtherOperator Type: WINN DIXIE STORES INCOperator Name: PrivateOwner Type: SUN LAKE PLAZA INCOwner Name: CASSELBERRY, FL 32707-9049Mailing City,State,Zip: SUNSHADOW DR #100Mailing Address: WINN-DIXIE #2273 (Continued)1016447875 TC6579630.2s Page 19 1316 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Ended Current: 1998-10-29 00:00:00.Date Became Current: OtherLegal Status: WINN DIXIE STORES INCOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: SELENIUM SULFIDE (OR) SELENIUM SULFIDE SES2 (R,T)Waste Description: U205Waste Code: (3BETA, 16BETA, 17ALPHA, 18BETA, 20ALPHA)- 11,17-DIMETHOXY-18-[(3,4,5-TRIMETHOXYBENZOYL)OXY]-, METHYL ESTER, RESERPINE (OR) YOHIMBAN-16-CARBOXYLIC ACID,Waste Description: U200Waste Code: PHENOLWaste Description: U188Waste Code: HEXACHLOROPHENE (OR) PHENOL, 2,2’-METHYLENEBIS[3,4,6-TRICHLORO-Waste Description: U132Waste Code: 5ALPHA, 6BETA)- (OR) LINDANE CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1ALPHA, 2ALPHA, 3BETA, 4ALPHA,Waste Description: U129Waste Code: 2-OXIDE (OR) CYCLOPHOSPHAMIDE 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-,Waste Description: U058Waste Code: ACETALDEHYDE, TRICHLORO- (OR) CHLORALWaste Description: U034Waste Code: SALTS NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, &Waste Description: P075Waste Code: SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, & 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,Waste Description: P001Waste Code: MERCURYWaste Description: D009Waste Code: CORROSIVE WASTEWaste Description: D002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: WINN-DIXIE #2273 (Continued)1016447875 TC6579630.2s Page 20 1317 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110056302488Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: SPORTING GOODS STORESNAICS Description: 451110NAICS 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: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: WINN-DIXIE #2273Handler Name: 2013-09-17 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 321-453-5360Owner/Operator Telephone: COCOA BEACH, FL 32932Owner/Operator City,State,Zip: PO BOX 320219Owner/Operator Address: Not reportedDate Ended Current: 1998-10-29 00:00:00.Date Became Current: PrivateLegal Status: SUN LAKE PLAZA INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 904-266-8135Owner/Operator Telephone: JACKSONVILLE, FL 32254-3601Owner/Operator City,State,Zip: 5050 EDGEWOOD CTOwner/Operator Address: WINN-DIXIE #2273 (Continued)1016447875 TC6579630.2s Page 21 1318 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CASSELBERRY, FL 32707City,State,Zip: 1750 SUNSHADOW DR #100Address: WINN-DIXIE #2273Name: http://echo.epa.gov/detailed-facility-report?fid=110056302488DFR URL: 110056302488Registry ID: 1016447875Envid: ECHO: corrective action activities required under RCRA. WINN-DIXIE #2273 (Continued)1016447875 MY DRY CLEANERS / Drycleaning Plants, Except Rugs, NEC2007: MY DRY CLEANERS / Drycleaning Plants, Except Rugs, NEC2006: MY DRY CLEANERS / Drycleaning Plants, Except Rugs, NEC2005: COMMUNITY CLEANERS & LAUNDRY / Drycleaning Plants, Except Rugs, NEC2004: COMMUNITY CLEANERS & LAUNDRY / Drycleaning Plants, Except Rugs, NEC2003: COMMUNITY CLEANERS & LAUNDRY / Drycleaning Plants, Except Rugs, NEC1999: Name: / Type:Year: EDR Hist Cleaner: 366 ft. Site 2 of 2 in cluster B 0.069 mi. Relative: Higher Actual: 57 ft. < 1/8 CASSELBERRY, FL 32707 SE 1750 SUNSHADOW DR STE 114 N/A B6 EDR Hist CleanerCOMMUNITY CLEANERS & LAUNDRY 1019961276 RANDY HUTTOOwner Name: WINTER SPRINGS, FL 32708-2342Mailing City,State,Zip: W STATE ROAD 434Mailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: OWNERContact Title: Not reportedContact Email: Not reportedContact Fax: 407-699-8459Contact Telephone: WINTER SPRINGS, FL 32708-2342Contact City,State,Zip: W STATE ROAD 434Contact Address: JACK LEEContact Name: FLD052782414EPA ID: WINTER SPRINGS, FL 32708Handler City,State,Zip: 1313 W SR 434Handler Address: LEES AUTOMOTIVE CENTERHandler Name: 2011-06-03 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 484 ft. 0.092 mi. Relative: Higher Actual: 69 ft. < 1/8 RCRA NonGen / NLRWINTER SPRINGS, FL 32708 WSW ECHO1313 W SR 434 N/A 7 FINDSLEES AUTOMOTIVE CENTER 1000312694 TC6579630.2s Page 22 1319 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: 2011-11-28 10:43:53.0Handler 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: LEES AUTOMOTIVE CENTER (Continued) 1000312694 TC6579630.2s Page 23 1320 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1313 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: HUTTO RANDYOwner/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 32708-2342Owner/Operator City,State,Zip: 1313 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: RANDY HUTTOOwner/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 32708-2342Owner/Operator City,State,Zip: 1313 W STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 2000-02-09 00:00:00.Date Became Current: PrivateLegal Status: RANDY HUTTOOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: TRICHLORETHYLENEWaste Description: D040Waste Code: TETRACHLOROETHYLENEWaste Description: D039Waste Code: 1,4-DICHLOROBENZENEWaste Description: D027Waste Code: BENZENEWaste Description: D018Waste Code: LEADWaste Description: D008Waste Code: CADMIUMWaste Description: D006Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: LEES AUTOMOTIVE CENTER (Continued) 1000312694 TC6579630.2s Page 24 1321 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110005990614Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Small Quantity GeneratorFederal Waste Generator Description: LEES AUTOMOTIVE CENTERHandler Name: 1987-07-10 00:00:00.0Receive Date: 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: Not a generator, verifiedFederal Waste Generator Description: LEES AUTOMOTIVE CENTERHandler Name: 2011-06-03 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2342Owner/Operator City,State,Zip: LEES AUTOMOTIVE CENTER (Continued) 1000312694 TC6579630.2s Page 25 1322 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 1313 W SR 434Address: LEES AUTOMOTIVE CENTERName: http://echo.epa.gov/detailed-facility-report?fid=110005990614DFR URL: 110005990614Registry ID: 1000312694Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data LEES AUTOMOTIVE CENTER (Continued) 1000312694 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: ALDA POOLOwner Name: HOUSTON, TX 77210-4552Mailing City,State,Zip: PO BOX 4552Mailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: WASTE ADMINContact Title: Not reportedContact Email: Not reportedContact Fax: 713-656-9075Contact Telephone: HOUSTON, TX 77210-4552Contact City,State,Zip: PO BOX 4552Contact Address: CAROLYN JONESContact Name: FLD984195347EPA ID: LONGWOOD, FL 77210Handler City,State,Zip: 107 N HWY 17 & 92Handler Address: EXXON CO USA #44003Handler Name: 2011-06-03 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 486 ft. Site 1 of 3 in cluster C 0.092 mi. Relative: Higher Actual: 73 ft. < 1/8 FINDSLONGWOOD, FL 77210 West ECHO107 N HWY 17 & 92 N/A C8 RCRA NonGen / NLREXXON CO USA #44003 1004683095 TC6579630.2s Page 26 1323 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PrivateLegal Status: ALDA POOLOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: BENZENEWaste Description: D018Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-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: 2011-11-28 10:43:53.0Handler 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: EXXON CO USA #44003 (Continued) 1004683095 TC6579630.2s Page 27 1324 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: EXXON CO USA #44003Handler Name: 1991-04-09 00:00:00.0Receive Date: 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: Not a generator, verifiedFederal Waste Generator Description: EXXON CO USA #44003Handler Name: 2011-06-03 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: HOUSTON, TX 77210-4415Owner/Operator City,State,Zip: PO BOX 4415Owner/Operator Address: Not reportedDate Ended Current: 2001-05-17 00:00:00.Date Became Current: PrivateLegal Status: ALDA POOLOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: HOUSTON, TX 77210-4415Owner/Operator City,State,Zip: PO BOX 4415Owner/Operator Address: Not reportedDate Ended Current: 2001-05-17 00:00:00.Date Became Current: EXXON CO USA #44003 (Continued) 1004683095 TC6579630.2s Page 28 1325 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LONGWOOD, FL 77210City,State,Zip: 107 N HWY 17 & 92Address: EXXON CO USA #44003Name: http://echo.epa.gov/detailed-facility-report?fid=110007446022DFR URL: 110007446022Registry ID: 1004683095Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110007446022Registry ID: FINDS: No Evaluations FoundEvaluations: EXXON CO USA #44003 (Continued) 1004683095 2003-03-25 00:00:00Address Update: 1998-10-12 00:00:00Name Update: SHELLY A CROSS, EXXON ENV TMOperator: Not reportedScore When Ranked: 1998-01-06 00:00:00Score Effective Date: 66Score: 0Datum: DPHOMethod: Not reportedFeature: Not reportedRange: Not reportedTownship: Not reportedSection: 28 41 54.5893 / 81 19 35.7202Lat/Long (dms): Central DistrictDistrict: Not reportedFacility Cleanup Rank: (407)862-7009Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516610Facility Id: STATERegion: LONGWOOD, FL 32750City,State,Zip: 107 N HWY 17 & 92Address: EXXON #4-4003Name: LUST: 516 ft. Site 2 of 3 in cluster C 0.098 mi. Relative: Higher Actual: 74 ft. < 1/8 Financial AssuranceLONGWOOD, FL 32750 West LUST107 N HWY 17 & 92 N/A C9 USTEXXON #4-4003 1000736948 TC6579630.2s Page 29 1326 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Cap 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: 1/6/2003Site Mgr End Date: SMEENK_SSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 9/19/2002Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 11/23/1988Discharge Date: 8516610Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 1/6/2003Site Mgr End Date: SMEENK_SSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 9/19/2002Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 11/23/1988Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: Not reportedRP Zip: 1987-10-01RP Begin Date: ACCOUNT OWNERPrimary RP Role: 6789Related Party ID: 1998-01-06 00:00:00Score Effective Date: 66Score: 32750, 4405Zip: FLState: NBad Address Ind: (303)986-8011Phone: LAKEWOOD, CO 80228Contact City/State/Zip: 12265 W BAYAUD AVE #300Contact Address: EXXON MOBIL CORPContact Company: ERIC MCPHEEContact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: EXXON #4-4003 (Continued)1000736948 TC6579630.2s Page 30 1327 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: ST - STATESR Cleanup Responsible: 23315SR Task ID: PCLP59 - Seminole CountyTank Office: 01-06-2003Site Mgr End Date: SMEENK_SSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 09-19-2002SRC Issue Date: A - APPROVEDSRC Completion Status: 08-21-2002SRC Review Date: 08-23-2000SRC Submit Date: SRCR - SITE REHABILITATION COMPLETION REPORTSRC Action Type: 09-19-2002Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 11-23-1988Discharge Date: 09-09-2002Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516610Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: Y - Unknown/Not ReportedPollutant: NoContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 1/6/2003Site Mgr End Date: SMEENK_SSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 9/19/2002Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 11/23/1988Discharge Date: Contaminated Media: EXXON #4-4003 (Continued)1000736948 TC6579630.2s Page 31 1328 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TANKVessel Indicator: 3000Gallons: Leaded GasContent Description: Leaded gasSubstance: 2/1/1963Install Date: Not reportedStatus Date: RemovedStatus: 1Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: Tank Info: 3039868011Owner Phone: ERIC MCPHEEOwner Contact: LAKEWOOD, CO 80228Owner City,St,Zip: *** USE STCM-14745 ***Owner Address 2: 12265 W BAYAUD AVE #300Owner Address: EXXON MOBIL CORPOwner Name: 6789Owner Id: Owner: 28 41 53.9799999 / 81 19 35.2299999Lat/Long (dms): DPHOPositioning Method: STATERegion: 4078627009Facility Phone: Retail StationType Description: CLOSEDFacility Status: 8516610Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 23318RA Task ID: 1995-06-29 00:00:00RAP Last Order Approved: Not reportedRAP Payment Date: 06-29-1995RAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: RP - RESPONSIBLE PARTYRAP Cleanup Responsible ID: 23317RAP Task ID: Not reportedSA Payment Date: 01-31-1992SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: ST - STATESA Cleanup Responsible: 23316SA 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: EXXON #4-4003 (Continued)1000736948 TC6579630.2s Page 32 1329 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Unleaded gasSubstance: 2/1/1963Install Date: Not reportedStatus Date: RemovedStatus: 3Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 9/1/1988Install Date: 12/01/2002Status Date: RemovedStatus: 2R1Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 3000Gallons: Leaded GasContent Description: Leaded gasSubstance: 2/1/1963Install Date: Not reportedStatus Date: RemovedStatus: 2Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 9/1/1988Install Date: 12/01/2002Status Date: RemovedStatus: 1R1Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: EXXON #4-4003 (Continued)1000736948 TC6579630.2s Page 33 1330 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 107 N HWY 17 & 92Address: EXXON #4-4003Name: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 4000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 2/1/1963Install Date: Not reportedStatus Date: RemovedStatus: 5Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 3000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 2/1/1963Install Date: Not reportedStatus Date: RemovedStatus: 4Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 9/1/1988Install Date: 12/01/2002Status Date: RemovedStatus: 3R1Tank Id: 32750Zip: LONGWOODCity: 107 N HWY 17 & 92Address: EXXON #4-4003Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 3000Gallons: Unleaded GasContent Description: EXXON #4-4003 (Continued)1000736948 TC6579630.2s Page 34 1331 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3039868011Resp Party Phone: ERIC MCPHEEContact: LAKEWOOD, CO 80228Owner City,St,Zip: *** USE STCM-14745 ***Owner Address2: 12265 W BAYAUD AVE #300Owner Address: EXXON MOBIL CORPOnwer Name: 6789Owner 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: 4078627009Facility Phone: 8516610Facility ID: 3Region: LONGWOOD, FL 32750City,State,Zip: EXXON #4-4003 (Continued)1000736948 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: INACTIVE (I)Class Status: WASTE TIRE COLLECTORClassification: 754Class Type: :: / ::Lat/Long: CDDistrict: 101660Facility ID: LONGWOOD, FL 32750City,State,Zip: 151 N HWY 1792Address: ACTION AUTO MALLName: SWF/LF: 656 ft. Site 3 of 3 in cluster C 0.124 mi. Relative: Higher Actual: 71 ft. < 1/8 LONGWOOD, FL 32750 West 151 N HWY 1792 N/A C10 SWF/LFACTION AUTO MALL S118427593 TC6579630.2s Page 35 1332 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 8/5/1994Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 8/29/1988Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: Not reportedRP Zip: 2013-11-27RP Begin Date: ACCOUNT OWNERPrimary RP Role: 69554Related Party ID: 1998-01-06 00:00:00Score Effective Date: 10Score: 32708Zip: FLState: NBad Address Ind: (407)432-8106Phone: WINTER SPRING, FL 32708Contact City/State/Zip: 1095 W SR 434Contact Address: SAVE A TONContact Company: MOHAMMAD ISLAMContact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2014-03-05 00:00:00Address Update: 2013-11-27 00:00:00Name Update: AHMEDOperator: Not reportedScore When Ranked: 1998-01-06 00:00:00Score Effective Date: 10Score: 0Datum: DPHOMethod: Not reportedFeature: Not reportedRange: Not reportedTownship: Not reportedSection: 28 41 51.6454 / 81 19 8.6664Lat/Long (dms): Central DistrictDistrict: Not reportedFacility Cleanup Rank: (407)699-0947Facility Phone: A - Retail StationFacility Type: OPENFacility Status: 8516644Facility Id: STATERegion: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: LUST: 702 ft. 0.133 mi. Relative: Lower Actual: 52 ft. 1/8-1/4 Financial AssuranceCASSELBERRY, FL 32708 ESE LUST1095 W SR 434 N/A 11 USTSAVE A TON U003334250 TC6579630.2s Page 36 1333 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01-26-1995SR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23259SR Task ID: -Tank Office: Not reportedSite Mgr End Date: Not reportedSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 08-05-1994SRC Issue Date: A - APPROVEDSRC Completion Status: 07-21-1994SRC Review Date: 07-19-1994SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 08-05-1994Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 08-29-1988Discharge Date: 08-05-1994Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: OPENFacility Status: 8516644Facility ID: CDDistrict: Task Information: 0Cap Amount: Not reportedCo-Pay Paid To Date: Not reportedCo-Pay Amount: Not reportedDeductible Paid To Date: Not reportedDeductible Amount: -Tank Office: Not reportedSite Mgr End Date: Not reportedSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 8/5/1994Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/29/1988Discharge Date: 8516644Facility ID: Petroleum Cleanup Program Eligibility: -Tank Office: Not reportedSite Mgr End Date: Not reportedSite Manager: SAVE A TON (Continued)U003334250 TC6579630.2s Page 37 1334 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1Tank Id: 32708Zip: CASSELBERRYCity: 1095 W SR 434Address: SAVE A TONName: Tank Info: 4074328106Owner Phone: MOHAMMAD ISLAMOwner Contact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address 2: 1095 W SR 434Owner Address: SAVE A TONOwner Name: 69554Owner Id: Owner: 28 41 51.4600000 / 81 19 9.06000000Lat/Long (dms): DPHOPositioning Method: STATERegion: 4076990947Facility Phone: Retail StationType Description: OPENFacility Status: 8516644Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: RP - RESPONSIBLE PARTYRA Cleanup Responsible: 23262RA 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: 23261RAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23260SA 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: 50SR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: SAVE A TON (Continued)U003334250 TC6579630.2s Page 38 1335 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Overfill/SpillConstruction Category: 4Tank Id: Construction: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 12/1/1997Install Date: 12/01/1997Status Date: In serviceStatus: 4Tank Id: 32708Zip: CASSELBERRYCity: 1095 W SR 434Address: SAVE A TONName: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1978Install Date: 01/01/1995Status Date: RemovedStatus: 3Tank Id: 32708Zip: CASSELBERRYCity: 1095 W SR 434Address: SAVE A TONName: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1978Install Date: 01/01/1995Status Date: RemovedStatus: 2Tank Id: 32708Zip: CASSELBERRYCity: 1095 W SR 434Address: SAVE A TONName: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1978Install Date: 01/01/1995Status Date: RemovedStatus: SAVE A TON (Continued)U003334250 TC6579630.2s Page 39 1336 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Pressurized piping systemPiping Description: Miscellaneous AttributesPiping Category: 4Tank ID: Pipe trench linerPiping Description: Secondary ContainmentPiping Category: 4Tank ID: Dispenser linersPiping Description: Miscellaneous AttributesPiping Category: 4Tank ID: Double wallPiping Description: Secondary ContainmentPiping Category: 4Tank ID: FiberglassPiping Description: Primary ConstructionPiping Category: 4Tank ID: Piping: Monitor dbl wall pipe spaceMonitoring Description: 4Tank ID: Monitor piping/liner spaceMonitoring Description: 4Tank ID: Mechanical line leak detectorMonitoring Description: 4Tank ID: Monitor dbl wall tank spaceMonitoring Description: 4Tank ID: Monitoring: Tight fillConstruction Description: Overfill/SpillConstruction Category: 4Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 4Tank Id: Synthetic excavation linerConstruction Description: Secondary ContainmentConstruction Category: 4Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 4Tank Id: Fiberglass clad steelConstruction Description: Primary ConstructionConstruction Category: 4Tank Id: Ball check valveConstruction Description: SAVE A TON (Continued)U003334250 TC6579630.2s Page 40 1337 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallPiping Description: Secondary ContainmentPiping Category: 5Tank ID: Piping: Monitor dbl wall pipe spaceMonitoring Description: 5Tank ID: Monitor piping/liner spaceMonitoring Description: 5Tank ID: Mechanical line leak detectorMonitoring Description: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: 5Tank ID: Monitoring: Tight fillConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Synthetic excavation linerConstruction Description: Secondary ContainmentConstruction Category: 5Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 5Tank Id: Fiberglass clad steelConstruction Description: Primary ConstructionConstruction Category: 5Tank Id: Ball check valveConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Construction: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 8000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 12/1/1997Install Date: 12/01/1997Status Date: In serviceStatus: 5Tank Id: 32708Zip: CASSELBERRYCity: 1095 W SR 434Address: SAVE A TONName: SAVE A TON (Continued)U003334250 TC6579630.2s Page 41 1338 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 08/02/2010Expire Date: 08/02/2009Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2009Expire Date: 08/02/2008Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: FL Financial Assurance 3: Click here for Florida Oculus: FiberglassPiping Description: Primary ConstructionPiping Category: 5Tank ID: Pressurized piping systemPiping Description: Miscellaneous AttributesPiping Category: 5Tank ID: Pipe trench linerPiping Description: Secondary ContainmentPiping Category: 5Tank ID: Dispenser linersPiping Description: Miscellaneous AttributesPiping Category: 5Tank ID: SAVE A TON (Continued)U003334250 TC6579630.2s Page 42 1339 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2012Expire Date: 08/02/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2011Expire Date: 08/02/2010Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: SAVE A TON (Continued)U003334250 TC6579630.2s Page 43 1340 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2016Expire Date: 08/02/2015Effective Date: CRUM & FORSTER INDEMNITYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2014Expire Date: 08/02/2013Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2013Expire Date: 08/02/2012Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: SAVE A TON (Continued)U003334250 TC6579630.2s Page 44 1341 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2018Expire Date: 08/02/2017Effective Date: CRUM & FORSTER SPECIALTY INS. CO.Insurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 08/02/2017Expire Date: 08/02/2016Effective Date: CRUM & FORSTER SPECIALTY INS. CO.Insurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 4076990947Facility Phone: 8516644Facility ID: 3Region: CASSELBERRY, FL 32708City,State,Zip: 1095 W SR 434Address: SAVE A TONName: 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: SAVE A TON (Continued)U003334250 TC6579630.2s Page 45 1342 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4074328106Resp Party Phone: MOHAMMAD ISLAMContact: WINTER SPRING, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1095 W SR 434Owner Address: SAVE A TONOnwer Name: 69554Owner ID: 09/20/1995Expire Date: 09/20/1991Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: SAVE A TON (Continued)U003334250 ACCOUNT OWNERPrimary RP Role: 14745Related Party ID: Not reportedScore Effective Date: Not reportedScore: 32750Zip: FLState: NBad Address Ind: (303)986-8011Phone: GREENSBORO, NC 27410Contact City/State/Zip: 7300 W FRIENDLY AVEContact Address: EXXONMOBIL OIL CORPContact Company: GVR COMPLIANCE MANAGER / ALT PH: (800) 253-8054Contact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2005-04-12 00:00:00Address Update: 2003-08-26 00:00:00Name Update: ALI JAWADOperator: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedScore: 0Datum: DPHOMethod: Not reportedFeature: 30ERange: 21STownship: 37Section: 28 41 50.81 / 81 19 35.65Lat/Long (dms): Central DistrictDistrict: Not reportedFacility Cleanup Rank: Not reportedFacility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8520841Facility Id: STATERegion: LONGWOOD, FL 32750City,State,Zip: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: LUST: 725 ft. Site 1 of 10 in cluster D 0.137 mi. Relative: Higher Actual: 71 ft. 1/8-1/4 Financial AssuranceLONGWOOD, FL 32750 WSW LUST101 S HWY 17-92 N/A D12 USTEXXON MOBIL R/S #11963 U001374451 TC6579630.2s Page 46 1343 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6/29/1988Discharge Date: Contaminated Media: 0Cap Amount: Not reportedCo-Pay Paid To Date: Not reportedCo-Pay Amount: Not reportedDeductible Paid To Date: Not reportedDeductible Amount: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 3/17/2005Site Mgr End Date: PEARSON_FCSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 9/15/1992Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 6/29/1988Discharge Date: 8520841Facility ID: Petroleum Cleanup Program Eligibility: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 1/20/2006Site Mgr End Date: ASHTON_KSite Manager: I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 1/20/2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 7/12/2004Discharge Date: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 3/17/2005Site Mgr End Date: PEARSON_FCSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 9/15/1992Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 6/29/1988Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: 6232RP Zip: 1994-05-20RP Begin Date: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 47 1344 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation A - Leaded GasPollutant: YesContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 1/20/2006Site Mgr End Date: ASHTON_KSite Manager: I - INELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 1/20/2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 7/12/2004Discharge Date: Not reportedGallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: YesContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 3/17/2005Site Mgr End Date: PEARSON_FCSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 9/15/1992Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 6/29/1988Discharge Date: Not reportedGallons Discharged: Not reportedPollutant Other Description: A - Leaded GasPollutant: YesContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 3/17/2005Site Mgr End Date: PEARSON_FCSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 9/15/1992Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 48 1345 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RP - RESPONSIBLE PARTYRA Cleanup Responsible: 23015RA 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: 23014RAP Task ID: Not reportedSA Payment Date: 09-15-1992SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23013SA 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: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23012SR Task ID: PCLP59 - Seminole CountyTank Office: 03-17-2005Site Mgr End Date: PEARSON_FCSite Mgr: COMPLETEDCleanup Work Status: MICHAEL BLANDSRC Comment: 09-15-1992SRC Issue Date: A - APPROVEDSRC Completion Status: 09-15-1992SRC Review Date: 07-21-1992SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 09-15-1992Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 06-29-1988Discharge Date: 09-15-1992Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8520841Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 49 1346 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -RA Cleanup Responsible: 78101RA 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: 74447SA 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: PCLP59 - Seminole CountyTank Office: 01-20-2006Site Mgr End Date: ASHTON_KSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 01-20-2006SRC Issue Date: A - APPROVEDSRC Completion Status: 03-22-2005SRC Review Date: 02-09-2005SRC Submit Date: SRCR - SITE REHABILITATION COMPLETION REPORTSRC Action Type: 01-20-2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 07-12-2004Discharge Date: 12-06-2005Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8520841Facility ID: CDDistrict: Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 50 1347 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 10/1/1988Install Date: 03/01/2004Status Date: RemovedStatus: 1R1Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 8000Gallons: Leaded GasContent Description: Leaded gasSubstance: 7/1/1983Install Date: 10/31/1988Status Date: RemovedStatus: 1Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: Tank Info: 3039868011Owner Phone: GVR COMPLIANCE MANAGER / ALT PH: (800) 253-8054Owner Contact: GREENSBORO, NC 27410Owner City,St,Zip: GILBARCO VEEDER-ROOT INC MS F-76Owner Address 2: 7300 W FRIENDLY AVEOwner Address: EXXONMOBIL OIL CORPOwner Name: 14745Owner Id: Owner: 28 41 51.0399999 / 81 19 36.0600000Lat/Long (dms): DPHOPositioning Method: STATERegion: Not reportedFacility Phone: Retail StationType Description: CLOSEDFacility Status: 8520841Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 51 1348 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 10/1/1988Install Date: 03/01/2004Status Date: RemovedStatus: 3R1Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 4000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1971Install Date: 10/31/1988Status Date: RemovedStatus: 3Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 10/1/1988Install Date: 03/01/2004Status Date: RemovedStatus: 2R1Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 4000Gallons: Vehicular DieselContent Description: Vehicular dieselSubstance: 7/1/1971Install Date: 10/31/1988Status Date: RemovedStatus: 2Tank Id: 32750Zip: LONGWOODCity: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 52 1349 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation AFacility Type: CLOSEDFacility Status: Not reportedFacility Phone: 8520841Facility ID: 3Region: LONGWOOD, FL 32750City,State,Zip: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 4000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1971Install Date: 10/31/1988Status Date: RemovedStatus: 5Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 10/1/1988Install Date: 03/01/2004Status Date: RemovedStatus: 4R1Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 4000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1971Install Date: 10/31/1988Status Date: RemovedStatus: 4Tank Id: 32750Zip: LONGWOODCity: 101 S HWY 17-92Address: EXXON MOBIL R/S #11963Name: EXXON MOBIL R/S #11963 (Continued) U001374451 TC6579630.2s Page 53 1350 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3039868011Resp Party Phone: GVR COMPLIANCE MANAGER / ALT PH: (800) 253-8054Contact: GREENSBORO, NC 27410Owner City,St,Zip: GILBARCO VEEDER-ROOT INC MS F-76Owner Address2: 7300 W FRIENDLY AVEOwner Address: EXXONMOBIL OIL CORPOnwer Name: 14745Owner ID: 04/30/2003Expire Date: 03/31/2002Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: EXXON MOBIL R/S #11963 (Continued) U001374451 NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: DAN HORTONOwner Name: FAIRFAX, VA 22037-0002Mailing City,State,Zip: GALLOWS RDMailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 703-849-3330Contact Telephone: FAIRFAX, VA 22037-0002Contact City,State,Zip: GALLOWS RDContact Address: DAN HORTONContact Name: FLD984205575EPA ID: LONGWOOD, FL 32750Handler City,State,Zip: 101 S US HWY 17-92Handler Address: MOBIL OIL CORP SS #A65Handler Name: 2004-05-05 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 725 ft. Site 2 of 10 in cluster D 0.137 mi. Relative: Higher Actual: 71 ft. 1/8-1/4 FINDSLONGWOOD, FL 32750 WSW ECHO101 S US HWY 17-92 N/A D13 RCRA NonGen / NLRMOBIL OIL CORP SS #A65 1000702722 TC6579630.2s Page 54 1351 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OwnerOwner/Operator Indicator: Handler - Owner Operator: BENZENEWaste Description: D018Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-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: MOBIL OIL CORP SS #A65 (Continued) 1000702722 TC6579630.2s Page 55 1352 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Small Quantity GeneratorFederal Waste Generator Description: MOBIL OIL CORP SS #A65Handler Name: 1991-08-02 00:00:00.0Receive Date: 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: Not a generator, verifiedFederal Waste Generator Description: MOBIL OIL CORP SS #A65Handler Name: 2004-05-05 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: DAN HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: DAN HORTONOwner/Operator Name: MOBIL OIL CORP SS #A65 (Continued) 1000702722 TC6579630.2s Page 56 1353 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LONGWOOD, FL 32750City,State,Zip: 101 S US HWY 17-92Address: MOBIL OIL CORP SS #A65Name: http://echo.epa.gov/detailed-facility-report?fid=110007451006DFR URL: 110007451006Registry ID: 1000702722Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110007451006Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: MOBIL OIL CORP SS #A65 (Continued) 1000702722 2003-09-05 00:00:00Address Update: 2004-04-01 00:00:00Name Update: JEROME SMITHOperator: 65Score When Ranked: 2004-02-09 00:00:00Score Effective Date: 65Score: 0Datum: DPHOMethod: Not reportedFeature: Not reportedRange: Not reportedTownship: Not reportedSection: 28 41 53.0763 / 81 19 38.8624Lat/Long (dms): Central DistrictDistrict: 1410Facility Cleanup Rank: (407)263-7019Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516680Facility Id: STATERegion: LONGWOOD, FL 32750City,State,Zip: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: LUST: 803 ft. Site 3 of 10 in cluster D 0.152 mi. Relative: Higher Actual: 71 ft. 1/8-1/4 Financial AssuranceLONGWOOD, FL 32750 West LUST108 N HWY 17-92 N/A D14 USTFORMER TEXACO FOOD MART 1000736016 TC6579630.2s Page 57 1354 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Cap 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: 9/18/2008Site Mgr End Date: DURANT_RJSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 3/2/2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/11/1987Discharge Date: 8516680Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/18/2008Site Mgr End Date: DURANT_RJSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 3/2/2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 9/11/1987Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: Not reportedRP Zip: 1994-05-20RP Begin Date: ACCOUNT OWNERPrimary RP Role: 20660Related Party ID: 2004-02-09 00:00:00Score Effective Date: 65Score: 32750, 7640Zip: FLState: NBad Address Ind: (863)678-1893Phone: ALTAMONTE SPRINGS, FL 32701Contact City/State/Zip: 650 S NORTHLAKE BLVD #450Contact Address: MOTIVA ENTERPRISES LLCContact Company: J SMITH | STAR ENTERPRISE-1994; MOTIVA-1999Contact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: FORMER TEXACO FOOD MART (Continued) 1000736016 TC6579630.2s Page 58 1355 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23228SR Task ID: PCLP48 - Orange CountyTank Office: 09-18-2008Site Mgr End Date: DURANT_RJSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 03-02-2006SRC Issue Date: A - APPROVEDSRC Completion Status: 02-02-2006SRC Review Date: 11-29-2005SRC Submit Date: SRCR - SITE REHABILITATION COMPLETION REPORTSRC Action Type: 03-02-2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 09-11-1987Discharge Date: 02-02-2006Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516680Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: Y - Unknown/Not ReportedPollutant: YesContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/18/2008Site Mgr End Date: DURANT_RJSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: E - EDIInformation Source: COMPLETEDCleanup Work Status: 3/2/2006Disch Cleanup Status Date: SRCR - SRCR COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/11/1987Discharge Date: Contaminated Media: FORMER TEXACO FOOD MART (Continued) 1000736016 TC6579630.2s Page 59 1356 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TANKVessel Indicator: 6000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1966Install Date: Not reportedStatus Date: RemovedStatus: 1Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: Tank Info: 8636781893Owner Phone: J SMITH | STAR ENTERPRISE-1994; MOTIVA-1999Owner Contact: ALTAMONTE SPRINGS, FL 32701Owner City,St,Zip: *** USE STCM-55998 ***Owner Address 2: 650 S NORTHLAKE BLVD #450Owner Address: MOTIVA ENTERPRISES LLCOwner Name: 20660Owner Id: Owner: 28 41 53.68 / 81 19 38.7299999Lat/Long (dms): DPHOPositioning Method: STATERegion: 4072637019Facility Phone: Retail StationType Description: CLOSEDFacility Status: 8516680Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: RP - RESPONSIBLE PARTYRA Cleanup Responsible: 23231RA 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: 23230RAP Task ID: Not reportedSA Payment Date: 10-21-1996SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23229SA 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: FORMER TEXACO FOOD MART (Continued) 1000736016 TC6579630.2s Page 60 1357 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leaded gasSubstance: 7/1/1966Install Date: Not reportedStatus Date: RemovedStatus: 3Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 12000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1985Install Date: 08/01/2003Status Date: RemovedStatus: 2R1Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 7/1/1966Install Date: Not reportedStatus Date: RemovedStatus: 2Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1985Install Date: 08/01/2003Status Date: RemovedStatus: 1R1Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: FORMER TEXACO FOOD MART (Continued) 1000736016 TC6579630.2s Page 61 1358 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RemovedStatus: 5Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Vehicular DieselContent Description: Vehicular dieselSubstance: 11/1/1985Install Date: 08/01/2003Status Date: RemovedStatus: 4R1Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 550Gallons: Waste OilContent Description: Waste oilSubstance: 7/1/1966Install Date: Not reportedStatus Date: RemovedStatus: 4Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 8000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 11/1/1985Install Date: 08/01/2003Status Date: RemovedStatus: 3R1Tank Id: 32750Zip: LONGWOODCity: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Leaded GasContent Description: FORMER TEXACO FOOD MART (Continued) 1000736016 TC6579630.2s Page 62 1359 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8636781893Resp Party Phone: J SMITH | STAR ENTERPRISE-1994; MOTIVA-1999Contact: ALTAMONTE SPRINGS, FL 32701Owner City,St,Zip: *** USE STCM-55998 ***Owner Address2: 650 S NORTHLAKE BLVD #450Owner Address: MOTIVA ENTERPRISES LLCOnwer Name: 20660Owner ID: 01/01/2004Expire Date: 01/01/2003Effective Date: ZURICH-AMERICANInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 4072637019Facility Phone: 8516680Facility ID: 3Region: LONGWOOD, FL 32750City,State,Zip: 108 N HWY 17-92Address: FORMER TEXACO FOOD MARTName: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 550Gallons: Waste OilContent Description: Waste oilSubstance: 7/1/1985Install Date: 05/20/1997Status Date: FORMER TEXACO FOOD MART (Continued) 1000736016 Not reportedFeature: 30ERange: 21STownship: 37Section: 28 41 51.6647 / 81 19 39.3659Lat/Long (dms): Central DistrictDistrict: 2150Facility Cleanup Rank: Not reportedFacility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8943607Facility Id: STATERegion: LONGWOOD, FL 32750City,State,Zip: 100 S 17-92Address: ALLIED TIRE STORE #4Name: LUST: 835 ft. Site 4 of 10 in cluster D 0.158 mi.DWM CONTAM Relative: Higher Actual: 71 ft. 1/8-1/4 LUSTLONGWOOD, FL 32750 West CLEANUP SITES100 S 17-92 N/A D15 USTALLIED TIRE STORE #4 U000132887 TC6579630.2s Page 63 1360 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: INACTIVECleanup Work Status: 12/1/1995Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 12/22/1988Discharge Date: 8943607Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 2/1/2021Site Mgr End Date: COLLINS_SDSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: E - EDIInformation Source: AWAITINGCleanup Work Status: 12/1/1995Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 12/22/1988Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: Not reportedRP Zip: 1994-04-19RP Begin Date: ACCOUNT OWNERPrimary RP Role: 35802Related Party ID: 2009-10-12 00:00:00Score Effective Date: 64Score: 32750Zip: FLState: NBad Address Ind: (904)224-7091Phone: TALLAHASSEE, FL 32302Contact City/State/Zip: PO BOX 1794Contact Address: HANIN, STANLEY %J K TUCKER ESQContact Company: J KENDRICK TUCKERContact: ONGO - ONGOINGFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: Not reportedAddress Update: Not reportedName Update: ALLIED TIRE STOREOperator: 59Score When Ranked: 2009-10-12 00:00:00Score Effective Date: 64Score: 0Datum: DPHOMethod: ALLIED TIRE STORE #4 (Continued) U000132887 TC6579630.2s Page 64 1361 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSR Actual Cost: -SR Funding Eligibility Type: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 22831SR 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: 12-01-1995Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 12-22-1988Discharge Date: Not reportedSource Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8943607Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: Y - Unknown/Not ReportedPollutant: NoContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 2/1/2021Site Mgr End Date: COLLINS_SDSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: E - EDIInformation Source: INACTIVECleanup Work Status: 12/1/1995Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 12/22/1988Discharge Date: Contaminated Media: 0Cap 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: 2/1/2021Site Mgr End Date: COLLINS_SDSite Manager: ALLIED TIRE STORE #4 (Continued) U000132887 TC6579630.2s Page 65 1362 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 32750Zip: LONGWOODCity: 100 S 17-92Address: ALLIED TIRE STORE #4Name: Tank Info: 9042247091Owner Phone: J KENDRICK TUCKEROwner Contact: TALLAHASSEE, FL 32302Owner City,St,Zip: Not reportedOwner Address 2: PO BOX 1794Owner Address: HANIN, STANLEY %J K TUCKER ESQOwner Name: 35802Owner Id: Owner: 28 41 51.1099999 / 81 19 39.6000000Lat/Long (dms): DPHOPositioning Method: STATERegion: Not reportedFacility Phone: Retail StationType Description: CLOSEDFacility Status: 8943607Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: RP - RESPONSIBLE PARTYRA Cleanup Responsible: 22834RA Task ID: 1995-08-10 00:00:00RAP Last Order Approved: Not reportedRAP Payment Date: 08-10-1995RAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: RP - RESPONSIBLE PARTYRAP Cleanup Responsible ID: 22833RAP Task ID: Not reportedSA Payment Date: 04-26-1994SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 22832SA 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: ALLIED TIRE STORE #4 (Continued) U000132887 TC6579630.2s Page 66 1363 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07/26/2011Verification Date: DEPARTMENT OF ENVIRONMENTAL PROTECTIONVerifier Affiliation: WILLIAMS_CAVerifier Username: Not reportedInterpolation Scale: 4086Map Source Scale: 1999 doqsMap Source: TKHQCollect Affiliation: 06/23/2011Collect Date: WILLIAMS_CACollect Username: REVIEWEDVSC1 Verification Status: North American Datum of 1983DC4 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: 02/22/2021Data Load Date: PENDINGRSC2 Remediation Status Key: PETROCLLC Cleanup Category Key: TKCPAC Program Area Id: 8943607Source Database Id: Storage Tank Contamination MonitoringSource Database Name: 66157303DEP Cleanup Site Key: LONGWOOD, FL 32750City,State,Zip: 100 S 17-92Address: ALLIED TIRE STORE #4Name: CLEANUP SITES: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 888Gallons: Unknown/Not ReportedContent Description: Unknown/Not reportedSubstance: Not reportedInstall Date: 01/31/1987Status Date: RemovedStatus: 2Tank Id: 32750Zip: LONGWOODCity: 100 S 17-92Address: ALLIED TIRE STORE #4Name: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 888Gallons: Unknown/Not ReportedContent Description: Unknown/Not reportedSubstance: Not reportedInstall Date: 01/31/1987Status Date: RemovedStatus: 1Tank Id: ALLIED TIRE STORE #4 (Continued) U000132887 TC6579630.2s Page 67 1364 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSite Manager: Not reportedRP Extension: (904)224-7091RP Phone: J KENDRICK TUCKERContact: Not reportedRP Zip4: 32302RP Zip5: FLRP State: TALLAHASSEERP City: Not reportedRP Address2: PO BOX 1794RP Address1: HANIN, STANLEY %J K TUCKER ESQRP Name: 4/19/1994RP Begin Date: ACCOUNT OWNERPrimary RP Role: 35802Related Party ID: Not reportedAddr Changed: Not reportedName Changed: (305)322-7443Phone: MARTHA J. YATESOperator: 2150Rank: 59Score When Ranked: 2009-10-12 00:00:00Score Effective Date: A - Retail StationFacility Type: CLOSEDFacility Status: DPHOMethod: 0Datum: 64Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 39.3659Long SS: 19Long MM: 81Long DD: 51.6647Lat SS: 41Lat MM: 28Lat DD: 8943607Program Site Id: LONGWOOD, FL 32750City,State,Zip: 100 S 17-92Address: ALLIED TIRE STORE #4Name: DWM CONTAM: 28 41 / 81 19Latitude/Longitude (deg/min/sec): Not reportedComments: DPHOVerified Coordinate Method ID Code: NAD83DC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: STCMSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: ALLIED TIRE STORE #4 (Continued) U000132887 TC6579630.2s Page 68 1365 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: PEP BOYS MANNY MOE & JACKOperator Name: PrivateOwner Type: STANLEY HANINOwner Name: LONGWOOD, FL 32750Mailing City,State,Zip: US HWY 17-92 SMailing 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: PrivateLand Type: 04EPA Region: SENIOR PROJECT MANAGERContact Title: ANGELA_BANKS@PEPBOYS.COMContact Email: Not reportedContact Fax: 215-430-9645Contact Telephone: PHILADELPHIA, PA 19132Contact City,State,Zip: W ALLEGHENY AVEContact Address: ANGELA BANKSContact Name: FL0000365346EPA ID: LONGWOOD, FL 32750Handler City,State,Zip: 100 US HWY 17-92 SHandler Address: PEP BOYS #1435Handler Name: 2010-11-01 00:00:00.0Date Form Received by Agency: RCRA-VSQG: 875 ft. Site 5 of 10 in cluster D 0.166 mi. Relative: Higher Actual: 71 ft. 1/8-1/4 RCRA-VSQGLONGWOOD, FL 32750 West ECHO100 US HWY 17-92 S N/A D16 FINDSPEP BOYS #1435 1000906118 TC6579630.2s Page 69 1366 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PHILADELPHIA, PA 19132-1116Owner/Operator City,State,Zip: 3111 W ALLEGHENY AVEOwner/Operator Address: Not reportedDate Ended Current: 2010-10-18 00:00:00.Date Became Current: PrivateLegal Status: PEP BOYS MANNY MOE & JACKOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: ORLANDO, FL 32860-7929Owner/Operator City,State,Zip: PO BOX 607929Owner/Operator Address: Not reportedDate Ended Current: 1986-12-31 00:00:00.Date Became Current: PrivateLegal Status: STANLEY HANINOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-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: 2015-12-30 14:43:28.0Handler 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: PEP BOYS #1435 (Continued)1000906118 TC6579630.2s Page 70 1367 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: PEP BOYS #1435Handler Name: 2010-11-01 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 215-430-9645Owner/Operator Telephone: PHILADELPHIA, PA 19132-1116Owner/Operator City,State,Zip: 3111 W ALLEGHENY AVEOwner/Operator Address: Not reportedDate Ended Current: 2010-10-18 00:00:00.Date Became Current: PrivateLegal Status: PEP BOYS MANNY MOE & JACKOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: ORLANDO, FL 32860-7929Owner/Operator City,State,Zip: PO BOX 607929Owner/Operator Address: Not reportedDate Ended Current: 1986-12-31 00:00:00.Date Became Current: PrivateLegal Status: HANIN STANLEYOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: ORLANDO, FL 32811Owner/Operator City,State,Zip: 3320 A MAGGIE BLVDOwner/Operator Address: 2006-02-25 00:00:00.Date Ended Current: 2006-02-24 00:00:00.Date Became Current: PrivateLegal Status: ANGIE MUCCIOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 215-430-9645Owner/Operator Telephone: PEP BOYS #1435 (Continued)1000906118 TC6579630.2s Page 71 1368 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LONGWOOD, FL 32750City,State,Zip: 100 US HWY 17-92 SAddress: ALLIED TIRES AND SERVICE #2524Name: http://echo.epa.gov/detailed-facility-report?fid=110008315395DFR URL: 110008315395Registry ID: 1000906118Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110008315395Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: GENERAL AUTOMOTIVE REPAIRNAICS Description: 811111NAICS Code: AUTOMOTIVE PARTS AND ACCESSORIES STORESNAICS Description: 44131NAICS Code: PEP BOYS #1435 (Continued)1000906118 04EPA Region: PRESIDENTContact Title: MICHELLE@ILOVEYNC.COMContact Email: Not reportedContact Fax: Not reportedContact Telephone: LONGWOOD, FL 32750Contact City,State,Zip: S US HIGHWAY 17-92Contact Address: MICHELLE AVILAContact Name: FLD982132375EPA ID: LONGWOOD, FL 32750-5584Handler City,State,Zip: 160 S US HIGHWAY 17-92Handler Address: YOUR NEIGHBORHOOD CLEANERSHandler Name: 2011-06-29 00:00:00.0Date Form Received by Agency: RCRA-VSQG: 905 ft. Site 6 of 10 in cluster D 0.171 mi. Relative: Higher Actual: 70 ft. 1/8-1/4 RCRA-VSQGLONGWOOD, FL 32750 WSW FINDS160 S US HIGHWAY 17-92 N/A D17 ECHOYOUR NEIGHBORHOOD CLEANERS 1000317295 TC6579630.2s Page 72 1369 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: YOUR NEIGHBORHOOD CLEANERSOperator Name: PrivateOwner Type: HELEN KEIGANSOwner Name: LONGWOOD, FL 32750-5584Mailing City,State,Zip: S US HIGHWAY 17-92Mailing 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: PrivateLand Type: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 73 1370 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-339-1105Owner/Operator Telephone: ORLANDO, FL 32810Owner/Operator City,State,Zip: 5141 CONTURA DROwner/Operator Address: Not reportedDate Ended Current: 2005-11-22 00:00:00.Date Became Current: PrivateLegal Status: DAVID WESTHOVENOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-339-1105Owner/Operator Telephone: ORLANDO, FL 32810Owner/Operator City,State,Zip: 5141 CONTURA DROwner/Operator Address: 2011-08-01 00:00:00.Date Ended Current: 2005-11-22 00:00:00.Date Became Current: PrivateLegal Status: DAVID WESTHOVENOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:Waste Description: F001Waste Code: TETRACHLOROETHYLENEWaste Description: D039Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-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: 2011-11-28 10:43:53.0Handler 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: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 74 1371 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: 160 S 17-92Owner/Operator Address: 2005-11-22 00:00:00.Date Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: HELEN KEIGANSOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-628-1230Owner/Operator Telephone: WINTER PARK, FL 32789-4277Owner/Operator City,State,Zip: 427 S NEW YORK AVEOwner/Operator Address: Not reportedDate Ended Current: 2011-08-01 00:00:00.Date Became Current: PrivateLegal Status: RIFE MILLER INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-677-1119Owner/Operator Telephone: LONGWOOD, FL 32750-5584Owner/Operator City,State,Zip: 160 S US HIGHWAY 17-92Owner/Operator Address: Not reportedDate Ended Current: 2011-04-07 00:00:00.Date Became Current: PrivateLegal Status: YOUR NEIGHBORHOOD CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-628-1230Owner/Operator Telephone: WINTER PARK, FL 32789-4277Owner/Operator City,State,Zip: 427 S NEW YORK AVEOwner/Operator Address: Not reportedDate Ended Current: 2011-08-01 00:00:00.Date Became Current: PrivateLegal Status: RIFE MILLER INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: 160 S 17-92Owner/Operator Address: 2005-11-22 00:00:00.Date Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: HELEN KEIGANSOwner/Operator Name: OwnerOwner/Operator Indicator: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 75 1372 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FLState District Owner: Small Quantity GeneratorFederal Waste Generator Description: YOUR NEIGHBORHOOD CLEANERSHandler Name: 1989-10-11 00:00:00.0Receive Date: 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: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: YOUR NEIGHBORHOOD CLEANERSHandler Name: 2011-06-29 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-677-1119Owner/Operator Telephone: LONGWOOD, FL 32750-5584Owner/Operator City,State,Zip: 160 S US HIGHWAY 17-92Owner/Operator Address: Not reportedDate Ended Current: 2011-04-07 00:00:00.Date Became Current: PrivateLegal Status: YOUR NEIGHBORHOOD CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: 160 S 17-92Owner/Operator Address: 2005-11-22 00:00:00.Date Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: HELEN KEIGANSOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 407-339-1105Owner/Operator Telephone: ORLANDO, FL 32810Owner/Operator City,State,Zip: 5141 CONTURA DROwner/Operator Address: 2011-08-01 00:00:00.Date Ended Current: 2005-11-22 00:00:00.Date Became Current: PrivateLegal Status: DAVID WESTHOVENOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 76 1373 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: StateViolation Responsible Agency: UnverifiableReturn to Compliance Qualifier: 2006-08-25 00:00:00.0Actual Return to Compliance Date: 2005-11-22 00:00:00.0Date Violation was Determined: Generators - Pre-transportViolation Short Description: StateAgency Which Determined Violation: YesFound Violation: Facility Has Received Notices of Violation: DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN-OPERATED)NAICS Description: 81232NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Small Quantity GeneratorFederal Waste Generator Description: YOUR NEIGHBORHOOD CLEANERSHandler Name: 2011-08-01 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 77 1374 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2011-08-03 00:00:00.0Date of Enforcement Action: 123Enforcement Identifier: Not reportedScheduled Compliance Date: StateViolation Responsible Agency: UnverifiableReturn to Compliance Qualifier: 2011-09-18 00:00:00.0Actual Return to Compliance Date: 2011-06-16 00:00:00.0Date Violation was Determined: State Statute or RegulationViolation Short Description: StateAgency Which Determined Violation: YesFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: StateViolation Responsible Agency: UnverifiableReturn to Compliance Qualifier: 2006-07-25 00:00:00.0Actual Return to Compliance Date: 2006-05-31 00:00:00.0Date Violation was Determined: State Statute or RegulationViolation Short Description: StateAgency Which Determined Violation: YesFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 78 1375 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: CDEnforcement Responsible Sub-Organization: DDOEnforcement Responsible Person: DEP NON-COMPLIANCE LETTEREnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: NoCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: StateEnforcement Responsible Agency: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 79 1376 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate of Request: Not reportedScheduled Compliance Date: 2006-08-25 00:00:00.0Actual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: L PEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: YesFound Violation: StateEvaluation Responsible Agency: 2005-11-22 00:00:00.0Evaluation Date: Evaluation Action Summary: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: CDEnforcement Responsible Sub-Organization: DDOEnforcement Responsible Person: DEP NON-COMPLIANCE LETTEREnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: NoCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: StateEnforcement Responsible Agency: 2011-08-03 00:00:00.0Date of Enforcement Action: 123Enforcement Identifier: Not reportedScheduled Compliance Date: StateViolation Responsible Agency: UnverifiableReturn to Compliance Qualifier: 2011-09-18 00:00:00.0Actual Return to Compliance Date: 2011-06-16 00:00:00.0Date Violation was Determined: State Statute or RegulationViolation Short Description: StateAgency Which Determined Violation: YesFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 80 1377 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: 2011-09-18 00:00:00.0Actual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: DDOEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: YesFound Violation: StateEvaluation Responsible Agency: 2011-06-16 00:00:00.0Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: FLFEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: NoFound Violation: StateEvaluation Responsible Agency: 2007-04-25 00:00:00.0Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: 2011-09-18 00:00:00.0Actual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: DDOEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: YesFound Violation: StateEvaluation Responsible Agency: 2011-06-16 00:00:00.0Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: 2006-07-25 00:00:00.0Actual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: L PEvaluation Responsible Person Identifier: COMPLIANCE SCHEDULE EVALUATIONEvaluation Type Description: YesFound Violation: StateEvaluation Responsible Agency: 2006-05-31 00:00:00.0Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 TC6579630.2s Page 81 1378 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LONGWOOD, FL 32750City,State,Zip: 160 S 17-92Address: YOUR NEIGHBORHOOD CLEANERS INCName: http://echo.epa.gov/detailed-facility-report?fid=110007428809DFR URL: 110007428809Registry ID: 1000317295Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data AIR MINOR corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource of the Clean Air Act. redesign to support facility operating permits required under Title V estimation of total national emissions. AFS is undergoing a major to comply with regulatory programs and by EPA as an input for the AFS data are utilized by states to prepare State Implementation Plans used to track emissions and compliance data from industrial plants. information concerning airborne pollution in the United States. AFS is Aerometric Data (SAROAD). AIRS is the national repository for National Emission Data System (NEDS), and the Storage and Retrieval of Subsystem) replaces the former Compliance Data System (CDS), the AFS (Aerometric Information Retrieval System (AIRS) Facility Environmental Interest/Information System: Click Here: 110007428809Registry ID: FINDS: YOUR NEIGHBORHOOD CLEANERS (Continued) 1000317295 ERIC_5462Source Database Id: Not reportedSource Database Name: 66149818DEP Cleanup Site Key: LONGWOOD, FL 32707City,State,Zip: 160 S HWY 17-92Address: BLUE RIBBON CLEANERSName: CLEANUP SITES: Not reportedVoluntary Cleanup: 117Score: 9500616Facility ID: TASKEDRank: LONGWOOD, FL 32792City,State,Zip: 160 S HWY 17-92Address: BLUE RIBBON CLEANERSName: PRIORITYCLEANERS: 905 ft. Site 7 of 10 in cluster D 0.171 mi. Relative: Higher Actual: 70 ft. 1/8-1/4 LONGWOOD, FL 32792 WSW PRIORITYCLEANERS160 S HWY 17-92 N/A D18 CLEANUP SITESBLUE RIBBON CLEANERS S103121189 TC6579630.2s Page 82 1379 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 28 41 / 81 19Latitude/Longitude (deg/min/sec): Alternate ID: 599500616Comments: WGPSVerified Coordinate Method ID Code: NAD83DC4 Datum ID Code: WGPSCMC2 Coordinate Method ID Code: ERICSource Database Name Code: GPS with Wide-Area Augmentation Service CorrectionVerified Coordinate Method Id: 06/23/2016Verification Date: Not reportedVerifier Affiliation: ERIC_HAZARD_INIT_LOADVerifier Username: Not reportedInterpolation Scale: Not reportedMap Source Scale: Not reportedMap Source: Not reportedCollect Affiliation: 06/23/2016Collect Date: ERIC_HAZARD_INIT_LOADCollect Username: REVIEWEDVSC1 Verification Status: North American Datum of 1983DC4 Datum Id: GPS with Wide-Area Augmentation Service CorrectionCMC2 Coordinate Method Id: 3Calc Coordinates Accuracy Level Id: ENTRAPC2 Proximity Id: FACILOIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 02/22/2021Data Load Date: OPENRSC2 Remediation Status Key: OTHCUCLLC Cleanup Category Key: DCCPAC Program Area Id: BLUE RIBBON CLEANERS (Continued) S103121189 BLAIRSTONE RD MS 4520Mailing 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: PrivateLand Type: 04EPA Region: PROJ MANAGERContact Title: NANCY.MURCHISON@DEP.STATE.FL.USContact Email: Not reportedContact Fax: 850-245-8990Contact Telephone: TALLAHASSEE, FL 32399-2400Contact City,State,Zip: BLAIR STONE RD MS 4560Contact Address: NANCY MURCHISONContact Name: FLR000132704EPA ID: LONGWOOD, FL 32750-5584Handler City,State,Zip: 160 S HWY 17-92 DCHandler Address: FLORIDA DEP DSCP D302-599500616Handler Name: 2008-04-15 00:00:00.0Date Form Received by Agency: RCRA-VSQG: 905 ft. Site 8 of 10 in cluster D 0.171 mi. Relative: Higher Actual: 70 ft. 1/8-1/4 LONGWOOD, FL 32750 WSW 160 S HWY 17-92 DC N/A D19 RCRA-VSQGFLORIDA DEP DSCP D302-599500616 1010315424 TC6579630.2s Page 83 1380 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: FLORIDA DEP DSCP D302-599500616Operator Name: PrivateOwner Type: DAVID WESTHOVENOwner Name: TALLAHASSEE, FL 32399-2400Mailing City,State,Zip: FLORIDA DEP DSCP D302-599500616 (Continued) 1010315424 TC6579630.2s Page 84 1381 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TALLAHASSEE, FL 32399Owner/Operator City,State,Zip: 2600 BLAIRSTONE RD MS 4520Owner/Operator Address: Not reportedDate Ended Current: 2006-09-22 00:00:00.Date Became Current: PrivateLegal Status: FLORIDA DEP DSCP D302-599500616Owner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: ORLANDO, FL 32810-1807Owner/Operator City,State,Zip: 5141 CONTOURA DROwner/Operator Address: Not reportedDate Ended Current: 2006-10-17 00:00:00.Date Became Current: PrivateLegal Status: WESTHOVEN DAVIDOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: TALLAHASSEE, FL 32399Owner/Operator City,State,Zip: 2600 BLAIRSTONE RD MS 4520Owner/Operator Address: Not reportedDate Ended Current: 2006-09-22 00:00:00.Date Became Current: PrivateLegal Status: FLORIDA DEP DSCP D302-599500616Owner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: ORLANDO, FL 32810-1807Owner/Operator City,State,Zip: 5141 CONTOURA DROwner/Operator Address: Not reportedDate Ended Current: 2006-10-17 00:00:00.Date Became Current: PrivateLegal Status: DAVID WESTHOVENOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: TRICHLORETHYLENEWaste Description: D040Waste Code: TETRACHLOROETHYLENEWaste Description: D039Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: FLORIDA DEP DSCP D302-599500616 (Continued) 1010315424 TC6579630.2s Page 85 1382 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: COIN-OPERATED LAUNDRIES AND DRYCLEANERSNAICS Description: 81231NAICS Code: HAZARDOUS WASTE TREATMENT AND DISPOSALNAICS Description: 562211NAICS 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: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: FLORIDA DEP DSCP D302-599500616Handler Name: 2008-04-15 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FLORIDA DEP DSCP D302-599500616 (Continued) 1010315424 OpenFacility Status: WGPSMethod: NAD83Datum: Not reportedPriority Score: DRYCLEANINGProgram Area: CDOffice/ District: 42.1556Long SS: 19Long MM: 81Long DD: 50.1513Lat SS: 41Lat MM: 28Lat DD: ERIC_5462Program Site Id: LONGWOOD, FLCity,State,Zip: 160 S HWY 17-92Address: BLUE RIBBON CLEANERSName: DWM CONTAM: 905 ft. Site 9 of 10 in cluster D 0.171 mi. Relative: Higher Actual: 70 ft. 1/8-1/4 LONGWOOD, FL WSW 160 S HWY 17-92 N/A D20 DWM CONTAMBLUE RIBBON CLEANERS S125960201 TC6579630.2s Page 86 1383 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Killian TalleySite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: BLUE RIBBON CLEANERS (Continued) S125960201 Unleaded GasContent Description: Unleaded gasSubstance: 1/1/1985Install Date: 03/01/1999Status Date: Closed in placeStatus: 1Tank Id: 32750Zip: LONGWOODCity: 205 S HWY 17-92Address: SHINERS CAR WASHName: Tank Info: 4077860186Owner Phone: CHIP BURTON/MARY BROWN - ACCOUNTINGOwner Contact: LONGWOOD, FL 32750Owner City,St,Zip: Not reportedOwner Address 2: 400 NORTH ST #120Owner Address: SHINERS PARTNERS LTDOwner Name: 19759Owner Id: Owner: 28 41 47 / 81 19 38.1499999Lat/Long (dms): ADDMPositioning Method: STATERegion: 4076967887Facility Phone: Retail StationType Description: CLOSEDFacility Status: 8944723Facility Id: UST: 909 ft. 0.172 mi. Relative: Higher Actual: 69 ft. 1/8-1/4 LONGWOOD, FL 32750 WSW Financial Assurance205 S HWY 17-92 N/A 21 USTSHINERS CAR WASH U001055468 TC6579630.2s Page 87 1384 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LONGWOOD, FL 32750City,State,Zip: 205 S HWY 17-92Address: SHINERS CAR WASHName: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Vehicular DieselContent Description: Vehicular dieselSubstance: 1/1/1985Install Date: 03/01/1999Status Date: Closed in placeStatus: 4Tank Id: 32750Zip: LONGWOODCity: 205 S HWY 17-92Address: SHINERS CAR WASHName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 6000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 1/1/1985Install Date: 03/01/1999Status Date: Closed in placeStatus: 3Tank Id: 32750Zip: LONGWOODCity: 205 S HWY 17-92Address: SHINERS CAR WASHName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 6000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 1/1/1985Install Date: 03/01/1999Status Date: Closed in placeStatus: 2Tank Id: 32750Zip: LONGWOODCity: 205 S HWY 17-92Address: SHINERS CAR WASHName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 6000Gallons: SHINERS CAR WASH (Continued)U001055468 TC6579630.2s Page 88 1385 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4077860186Resp Party Phone: CHIP BURTON/MARY BROWN - ACCOUNTINGContact: LONGWOOD, FL 32750Owner City,St,Zip: Not reportedOwner Address2: 400 NORTH ST #120Owner Address: SHINERS PARTNERS LTDOnwer Name: 19759Owner ID: 03/07/1999Expire Date: 03/07/1994Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 4076967887Facility Phone: 8944723Facility ID: 3Region: SHINERS CAR WASH (Continued)U001055468 D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 5/11/2001Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 4/23/2000Discharge Date: Discharge Cleanup Summary: 2004-10-13 00:00:00Address Update: Not reportedName Update: RUSTY OLSONOperator: Not reportedScore When Ranked: 2002-03-21 00:00:00Score Effective Date: 64Score: Not reportedDatum: DPHOMethod: Not reportedFeature: Not reportedRange: Not reportedTownship: Not reportedSection: 28 42 0.5449 / 81 19 34.4357Lat/Long (dms): Central DistrictDistrict: Not reportedFacility Cleanup Rank: (407)695-9100Facility Phone: X - Contamination SiteFacility Type: CLOSEDFacility Status: 9802987Facility Id: STATERegion: LONGWOOD, FL 32750City,State,Zip: 265 N HWY 17-92Address: FIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDOName: LUST: 917 ft. Site 1 of 2 in cluster E 0.174 mi. Relative: Higher Actual: 71 ft. 1/8-1/4 LONGWOOD, FL 32750 WNW TANKS265 N HWY 17-92 N/A E22 LUSTFIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDO U004145551 TC6579630.2s Page 89 1386 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPollutant Other Description: O - New/Lube OilPollutant: Not reportedContaminated Ground Water: Not reportedContaminated Surface Water: YesContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 5/5/2004Site Mgr End Date: RUSSELL_JSite Manager: I - INELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 5/11/2004Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 10/27/2001Discharge Date: 250Gallons Discharged: Not reportedPollutant Other Description: O - New/Lube OilPollutant: Not reportedContaminated Ground Water: Not reportedContaminated Surface Water: YesContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 5/4/2001Site Mgr End Date: RUSSELL_JSite Manager: I - INELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 5/11/2001Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/23/2000Discharge Date: Contaminated Media: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 5/5/2004Site Mgr End Date: RUSSELL_JSite Manager: I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 5/11/2004Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 10/27/2001Discharge Date: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 5/4/2001Site Mgr End Date: RUSSELL_JSite Manager: I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: FIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDO (Continued) U004145551 TC6579630.2s Page 90 1387 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -RA Funding Eligibility Type: -RA Cleanup Responsible: 62680RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: 05-11-2001RAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: 62681RAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: Not reportedSA 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: 05-04-2001Site Mgr End Date: RUSSELL_JSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 05-11-2001SRC Issue Date: A - APPROVEDSRC Completion Status: 07-03-2000SRC Review Date: 06-27-2000SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 05-11-2001Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 04-23-2000Discharge Date: 05-04-2001Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: X - Contamination Site -Facility Type: CLOSEDFacility Status: 9802987Facility ID: CDDistrict: Task Information: 40Gallons Discharged: FIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDO (Continued) U004145551 TC6579630.2s Page 91 1388 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -RA Funding Eligibility Type: -RA Cleanup Responsible: 73839RA 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: Not reportedSA 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: 73406SR Task ID: PCLP48 - Orange CountyTank Office: 05-05-2004Site Mgr End Date: RUSSELL_JSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 05-11-2004SRC Issue Date: A - APPROVEDSRC Completion Status: 03-18-2004SRC Review Date: 02-23-2004SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 05-11-2004Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 10-27-2001Discharge Date: 05-11-2004Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: X - Contamination Site -Facility Type: CLOSEDFacility Status: 9802987Facility ID: CDDistrict: Not reportedRA Actual Cost: 0RA Years to Complete: FIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDO (Continued) U004145551 TC6579630.2s Page 92 1389 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 28 42 1.14999999 / 81 19 34.6199999Lat/Lon Deg Min Sec: PDep Co: Contamination SiteType Description: XFacility Type: CLOSEDFacility Status: 4076959100Facility Phone: 9802987Facility ID: LONGWOOD, FL 32750City,State,Zip: 265 N HWY 17-92Address: FIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDOName: TANKS: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: FIELDS MOTOR CARS OF FL INC DBA LAND ROVER ORLANDO (Continued) U004145551 NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: Not reportedOwner Type: Not reportedOwner Name: LONGWOOD, FL 32750-7636Mailing City,State,Zip: NORTH STMailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: SERVICE MANAGERContact Title: Not reportedContact Email: Not reportedContact Fax: 407-695-9100Contact Telephone: LONGWOOD, FL 32750-7636Contact City,State,Zip: NORTH ST # 17-92Contact Address: THOMAS ROBERTContact Name: FLD984197731EPA ID: LONGWOOD, FL 32750Handler City,State,Zip: 265 N US HWY 17-92Handler Address: LAND ROVER ORLANDOHandler Name: 2008-12-03 00:00:00.0Date Form Received by Agency: RCRA NonGen / NLR: 917 ft. Site 2 of 2 in cluster E 0.174 mi. Relative: Higher Actual: 71 ft. 1/8-1/4 FINDSLONGWOOD, FL 32750 WNW ECHO265 N US HWY 17-92 N/A E23 RCRA NonGen / NLRLAND ROVER ORLANDO 1000499693 TC6579630.2s Page 93 1390 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BENZENEWaste Description: D018Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-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: 2016-12-14 18:29:12.0Handler 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: LAND ROVER ORLANDO (Continued) 1000499693 TC6579630.2s Page 94 1391 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 265 N US HWY 17-92Owner/Operator Address: Not reportedDate Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: JOHN FIELDSOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750-7636Owner/Operator City,State,Zip: 265 NORTH ST # 17-92Owner/Operator Address: 2000-09-25 00:00:00.Date Ended Current: 1998-01-26 00:00:00.Date Became Current: PrivateLegal Status: TOM HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: 265 N US HWY 17-92Owner/Operator Address: Not reportedDate Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: FIELDS JOHNOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: 265 N US HWY 17-92Owner/Operator Address: Not reportedDate Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: FIELDS JOHNOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,Waste Description: F002Waste Code: TETRACHLOROETHYLENEWaste Description: D039Waste Code: LAND ROVER ORLANDO (Continued) 1000499693 TC6579630.2s Page 95 1392 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2008-12-03 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Small Quantity GeneratorFederal Waste Generator Description: LAND ROVER ORLANDOHandler Name: 2003-08-28 00:00:00.0Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750-7636Owner/Operator City,State,Zip: 265 NORTH ST # 17-92Owner/Operator Address: 2000-09-25 00:00:00.Date Ended Current: 1998-01-26 00:00:00.Date Became Current: PrivateLegal Status: TOM HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750-7636Owner/Operator City,State,Zip: 265 NORTH ST # 17-92Owner/Operator Address: 2000-09-25 00:00:00.Date Ended Current: 1998-01-26 00:00:00.Date Became Current: PrivateLegal Status: TOM HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: 265 N US HWY 17-92Owner/Operator Address: Not reportedDate Ended Current: 2000-09-25 00:00:00.Date Became Current: PrivateLegal Status: JOHN FIELDSOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: LONGWOOD, FL 32750Owner/Operator City,State,Zip: LAND ROVER ORLANDO (Continued) 1000499693 TC6579630.2s Page 96 1393 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here: 110007447085Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Small Quantity GeneratorFederal Waste Generator Description: LAND ROVER ORLANDOHandler Name: 1991-05-16 00:00:00.0Receive Date: 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: Not a generator, verifiedFederal Waste Generator Description: LAND ROVER ORLANDOHandler Name: 2008-12-03 00:00:00.0Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent 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: Not a generator, verifiedFederal Waste Generator Description: LAND ROVER ORLANDOHandler Name: LAND ROVER ORLANDO (Continued) 1000499693 TC6579630.2s Page 97 1394 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LONGWOOD, FL 32750City,State,Zip: 265 N US HWY 17-92Address: LAND ROVER ORLANDOName: http://echo.epa.gov/detailed-facility-report?fid=110007447085DFR URL: 110007447085Registry ID: 1000499693Envid: ECHO: affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, LAND ROVER ORLANDO (Continued) 1000499693 HWY 17/92 & SR 434Address: PHILLIPS 66 STATIONName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 8000Gallons: GasoholContent Description: GasoholSubstance: Not reportedInstall Date: Not reportedStatus Date: RemovedStatus: 1Tank Id: 32750Zip: LONGWOODCity: HWY 17/92 & SR 434Address: PHILLIPS 66 STATIONName: Tank Info: 3053220015Owner Phone: J.W. ALFORDOwner Contact: SANFORD, FL 32772Owner City,St,Zip: Not reportedOwner Address 2: PO BOX FOwner Address: ALFORD, J WOwner Name: 458Owner Id: Owner: 28 41 51 / 81 19 39Lat/Long (dms): UNVRPositioning Method: STATERegion: 3053233643Facility Phone: Fuel user/Non-retailType Description: CLOSEDFacility Status: 8516709Facility Id: UST: 919 ft. Site 10 of 10 in cluster D 0.174 mi. Relative: Higher Actual: 70 ft. 1/8-1/4 LONGWOOD, FL 32750 WSW HWY 17/92 & SR 434 N/A D24 USTPHILLIPS 66 STATION U001052974 TC6579630.2s Page 98 1395 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 8000Gallons: Vehicular DieselContent Description: Vehicular dieselSubstance: Not reportedInstall Date: Not reportedStatus Date: RemovedStatus: 3Tank Id: 32750Zip: LONGWOODCity: HWY 17/92 & SR 434Address: PHILLIPS 66 STATIONName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 8000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: Not reportedInstall Date: Not reportedStatus Date: RemovedStatus: 2Tank Id: 32750Zip: LONGWOODCity: PHILLIPS 66 STATION (Continued)U001052974 315 N HWY 17 92Address: H & M HOLDINGName: Tank Info: 4073219220Owner Phone: ERNEST A VIAOwner Contact: LONGWOOD, FL 32750Owner City,St,Zip: Not reportedOwner Address 2: 3260 US HWY 17-92 #108Owner Address: H & M HOLDINGOwner Name: 10147Owner Id: Owner: 28 42 8 / 81 19 31Lat/Long (dms): UNVRPositioning Method: STATERegion: 4073219220Facility Phone: Fuel user/Non-retailType Description: OPENFacility Status: 9046300Facility Id: UST: 1173 ft. 0.222 mi. Relative: Higher Actual: 72 ft. 1/8-1/4 LONGWOOD, FL 32750 NW Financial Assurance315 N HWY 17 92 N/A 25 USTH & M HOLDING U001374733 TC6579630.2s Page 99 1396 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073219220Resp Party Phone: ERNEST A VIAContact: LONGWOOD, FL 32750Owner City,St,Zip: Not reportedOwner Address2: 3260 US HWY 17-92 #108Owner Address: H & M HOLDINGOnwer Name: 10147Owner ID: 12/30/1995Expire Date: 12/30/1994Effective Date: PLUSInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073219220Facility Phone: 9046300Facility ID: 3Region: LONGWOOD, FL 32750City,State,Zip: 315 N HWY 17 92Address: H & M HOLDINGName: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 2000Gallons: Other Non RegulatedContent Description: ZSubstance: 4/1/1990Install Date: Not reportedStatus Date: In serviceStatus: 1Tank Id: 32750Zip: LONGWOODCity: H & M HOLDING (Continued)U001374733 Not reportedTownship: Not reportedSection: ACTIVE (A)Class Status: WASTE TIRE COLLECTION CENTERClassification: 751Class Type: 28:41:37.5306 / 81:19:37.2872Lat/Long: CDDistrict: 101152Facility ID: LONGWOOD, FL 32750City,State,Zip: 785 S US HIGHWAY 17-92Address: AUTOMOTIVE ONE, INC.Name: SWF/LF: 1734 ft. 0.328 mi. Relative: Higher Actual: 68 ft. 1/4-1/2 LONGWOOD, FL 32750 SW 785 S US HIGHWAY 17-92 N/A 26 SWF/LFAUTOMOTIVE ONE, INC.S113415798 TC6579630.2s Page 100 1397 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Not reportedLand Owner Telephone: LONGWOOD, FL 32750Land Owner City/State/Zip: 785 S US HIGHWAY 17-92Land Owner Address: DAVID R & PENNY L ZWALINALand 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: FLResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: DAVID ZWALINAResponsible Authority Name: Not reportedRange: AUTOMOTIVE ONE, INC. (Continued) S113415798 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: INACTIVE (I)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:56.33 / 81:18:54.3Lat/Long: CDDistrict: 106683Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 900 WEST STATE ROAD 434Address: LOS LAGOS DEBRIS MANAGEMENT SITEName: SWF/LF: 1795 ft. Site 1 of 2 in cluster F 0.340 mi. Relative: Lower Actual: 48 ft. 1/4-1/2 WINTER SPRINGS, FL 32708 East 900 WEST STATE ROAD 434 N/A F27 SWF/LFLOS LAGOS DEBRIS MANAGEMENT SITE S126510770 TC6579630.2s Page 101 1398 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 12/18/2002Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 4/23/1999Discharge Date: Discharge Cleanup Summary: Not reportedRP Extension: Not reportedRP Zip: 1998-05-11RP Begin Date: ACCOUNT OWNERPrimary RP Role: 47335Related Party ID: 2002-11-11 00:00:00Score Effective Date: 50Score: 32708, 2710Zip: FLState: NBad Address Ind: (407)359-7110Phone: WINTER SPRINGS, FL 32708Contact City/State/Zip: 1466 WHITEHALL BLVDContact Address: VOSKA, THELMA TRUSTEEContact Company: NED OR THELMA VOSKAContact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 1999-07-22 00:00:00Address Update: 1996-05-29 00:00:00Name Update: NED VOSKAOperator: Not reportedScore When Ranked: 2002-11-11 00:00:00Score Effective Date: 50Score: 0Datum: ADDMMethod: Not reportedFeature: Not reportedRange: Not reportedTownship: Not reportedSection: 28 41 51.7036 / 81 18 55.1336Lat/Long (dms): Central DistrictDistrict: Not reportedFacility Cleanup Rank: (407)359-7110Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516794Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: LUST: 1894 ft. Site 2 of 2 in cluster F 0.359 mi. Relative: Lower Actual: 49 ft. 1/4-1/2 Financial AssuranceWINTER SPRINGS, FL 32708 East LUST895 HWY 434 N/A F28 USTWINTER SPRINGS FOOD BARN U001374392 TC6579630.2s Page 102 1399 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: PCLP59 - Seminole CountyTank Office: 12-18-2002Site Mgr End Date: SCROGGINS_NWSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 12-18-2002SRC Issue Date: A - APPROVEDSRC Completion Status: 12-09-2002SRC Review Date: 11-18-2002SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 12-18-2002Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 04-23-1999Discharge Date: 12-18-2002Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516794Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: YesContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: NoContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 12/18/2002Site Mgr End Date: SCROGGINS_NWSite Manager: I - INELIGIBLEElig Indicator: GASOLINEOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 12/18/2002Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/23/1999Discharge Date: Contaminated Media: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 12/18/2002Site Mgr End Date: SCROGGINS_NWSite Manager: WINTER SPRINGS FOOD BARN (Continued) U001374392 TC6579630.2s Page 103 1400 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Unleaded gasSubstance: 6/1/1982Install Date: 04/26/1999Status Date: RemovedStatus: 1Tank Id: 32708Zip: WINTER SPRINGSCity: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: Tank Info: 4073597110Owner Phone: NED OR THELMA VOSKAOwner Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: Not reportedOwner Address 2: 1466 WHITEHALL BLVDOwner Address: VOSKA, THELMA TRUSTEEOwner Name: 47335Owner Id: Owner: 28 41 52.9399999 / 81 18 55.7199999Lat/Long (dms): ADDMPositioning Method: STATERegion: 4073597110Facility Phone: Retail StationType Description: CLOSEDFacility Status: 8516794Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 70180RA 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: 70119SA 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: WINTER SPRINGS FOOD BARN (Continued) U001374392 TC6579630.2s Page 104 1401 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1466 WHITEHALL BLVDOwner Address: VOSKA, THELMA TRUSTEEOnwer Name: 47335Owner ID: 03/01/1996Expire Date: 03/01/1993Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 4073597110Facility Phone: 8516794Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 6/1/1982Install Date: 04/26/1999Status Date: RemovedStatus: 3Tank Id: 32708Zip: WINTER SPRINGSCity: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 6/1/1982Install Date: 04/26/1999Status Date: RemovedStatus: 2Tank Id: 32708Zip: WINTER SPRINGSCity: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: WINTER SPRINGS FOOD BARN (Continued) U001374392 TC6579630.2s Page 105 1402 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073597110Resp Party Phone: NED OR THELMA VOSKAContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1466 WHITEHALL BLVDOwner Address: VOSKA, THELMA TRUSTEEOnwer Name: 47335Owner ID: 05/13/1998Expire Date: 05/13/1997Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 4073597110Facility Phone: 8516794Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: 4073597110Resp Party Phone: NED OR THELMA VOSKAContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: Not reportedOwner Address2: 1466 WHITEHALL BLVDOwner Address: VOSKA, THELMA TRUSTEEOnwer Name: 47335Owner ID: 04/10/1998Expire Date: 04/10/1996Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 4073597110Facility Phone: 8516794Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 895 HWY 434Address: WINTER SPRINGS FOOD BARNName: 4073597110Resp Party Phone: NED OR THELMA VOSKAContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: Not reportedOwner Address2: WINTER SPRINGS FOOD BARN (Continued) U001374392 TC6579630.2s Page 106 1403 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: INACTIVE (I)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:42:.4004 / 81:19:51.341Lat/Long: CDDistrict: 102405Facility ID: LONGWOOD, FL 32750City,State,Zip: 891 E STATE ROAD 434Address: FIRST BAPTIST CHURCH OF LONGWOOD DEBRIS STAGING AREAName: SWF/LF: 1933 ft. 0.366 mi. Relative: Higher Actual: 73 ft. 1/4-1/2 LONGWOOD, FL 32750 West 891 E STATE ROAD 434 N/A 29 SWF/LFFIRST BAPTIST CHURCH OF LONGWOOD DEBRIS STAGING AR S117979352 -81.3158198Longitude: 28.6949371Latitude: 523821.6767Y Coordinate: 661759.430X Coordinate: 08/06/2007BSRA Date: ACTIVERemediation: 6.89562000Acreage: CentralDistrict: 01/01/1970SRCO Date: Former Microvia Brownfield AreaArea Name: BF590701000Area Id: 59County Code: 21Object Id: BF590701001Site Id: CASSELBERRY, FL 32708City,State,Zip: 1150 BELLE AVENUEAddress: FORMER MICROVIA FACILITYName: BROWNFIELDS: 2093 ft. Site 1 of 2 in cluster G 0.396 mi. Relative: Higher Actual: 63 ft. 1/4-1/2 CASSELBERRY, FL 32708 ESE BROWNFIELDS1150 BELLE AVENUE N/A G30 CLEANUP SITESFORMER MICROVIA FACILITY S116348625 TC6579630.2s Page 107 1404 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedInterpolation Scale: Not reportedMap Source Scale: Not reportedMap Source: Not reportedCollect Affiliation: 01/01/1970Collect Date: Not reportedCollect Username: REVIEWEDVSC1 Verification Status: North American Datum of 1983DC4 Datum Id: Digital Aerial Photography With Ground ControlCMC2 Coordinate Method Id: 3Calc Coordinates Accuracy Level Id: CENTRPC2 Proximity Id: FACILOIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 02/22/2021Data Load Date: ACTIVERSC2 Remediation Status Key: BROWNCLLC Cleanup Category Key: BFCPAC Program Area Id: BF590701001Source Database Id: Not reportedSource Database Name: 66146850DEP Cleanup Site Key: CASSELBERRY, FL 32708City,State,Zip: 1150 BELLE AVENUEAddress: FORMER MICROVIA FACILITYName: CLEANUP SITES: -81.3158198Longitude: 28.6949371Latitude: Not reportedIssue Date: 08/06/2007Executed Date: BF590701001Site Id: 8.39Acreage: CentralDistrict: BF590701000Area Id: CASSELBERRY, FL 32708City,State,Zip: 1150 BELLE AVENUEAddress: FORMER MICROVIA FACILITYName: BSRA: 01/08/2008Datestamp: CLARKE_CUser Name: 0080. http://simon03.scpafl.org/website/scpa/viewer.htm?PARCEL=0421305110A00 Parcel map available at MANUFACTURING according to the county property appraiser website. FORMERLY CONTINENTAL CIRCUITS INC. Property zoned for LIGHTComment: 01/17/2008Date Verification: DPHOVerification: paperMethod: City of CasselberrySource: 56.96Long SS: 18Long MM: -81Long DD: 41.79Lat SS: 41Lat MM: 28Lat DD: FORMER MICROVIA FACILITY (Continued) S116348625 TC6579630.2s Page 108 1405 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 28 41 / -81 18Latitude/Longitude (deg/min/sec): FORMERLY CONTINENTAL CIRCUITS INC. Property zoned for LIGHT MANUFACTURING according to thComments: DPHOVerified Coordinate Method ID Code: NAD83DC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: ARCSDE.DEP.BROWNFIELD_SITESSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: 01/17/2008Verification Date: FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIONVerifier Affiliation: CLARKE_CVerifier Username: FORMER MICROVIA FACILITY (Continued) S116348625 01/01/1970Collect Date: GRANDE_MCollect Username: Not reportedVSC1 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: CAP_ROIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 02/22/2021Data Load Date: OPENRSC2 Remediation Status Key: OTHCUCLLC Cleanup Category Key: CUCPAC Program Area Id: ERIC_11121Source Database Id: Not reportedSource Database Name: 66147321DEP Cleanup Site Key: CASSELBERRY, FL 32708City,State,Zip: 1150 BELLE AVENUEAddress: *MICROVIA (BF)Name: CLEANUP SITES: ADDMCollection Method: 10/19/2005Verification Date: DPHOVerification Method: 4Accuracy: EXACTProximity: CAP_RAP SITEObject of Interest: HARNDatum: 07/24/2001Open Date: 28 41 42.6327 / 81 18 57.2415Lat/Long (dms): 24201Comet Site Id: Brownfield Site Rehabilitation AgreementActivity Code: OPENStatus: BF590701001System Id: BFSystem: CASSELBERRY, FL 32708City,State,Zip: 1150 BELLE AVENUEAddress: *MICROVIA (FORMERLY CONTINENTAL CIRCUITS INC) (BF)Name: VCP: 2093 ft. Site 2 of 2 in cluster G 0.396 mi.DWM CONTAM Relative: Higher Actual: 63 ft. 1/4-1/2 VCPCASSELBERRY, FL 32708 ESE RESP PARTY1150 BELLE AVENUE N/A G31 CLEANUP SITES*MICROVIA (FORMERLY CONTINENTAL CIRCUITS INC) (BF) S108977527 TC6579630.2s Page 109 1406 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RESP PARTY: Maria LabradorSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: OpenFacility Status: DPHOMethod: HARNDatum: Not reportedPriority Score: RESPONSPARTYProgram Area: CDOffice/ District: 57.2415Long SS: 18Long MM: 81Long DD: 42.6327Lat SS: 41Lat MM: 28Lat DD: ERIC_11121Program Site Id: CASSELBERRY, FLCity,State,Zip: 1150 BELLE AVENUEAddress: *MICROVIA (BF)Name: DWM CONTAM: 28 41 / 81 18Latitude/Longitude (deg/min/sec): Alternate ID:Comments: DPHOVerified Coordinate Method ID Code: HARNDC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: ERICSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: 10/19/2005Verification Date: Not reportedVerifier Affiliation: WOEBER_AVerifier Username: Not reportedInterpolation Scale: 4999Map Source Scale: 1999 doqsMap Source: Not reportedCollect Affiliation: *MICROVIA (FORMERLY CONTINENTAL CIRCUITS INC) (BF) (Continued) S108977527 TC6579630.2s Page 110 1407 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 28 41 / 81 18Latitude/Longitude (deg/min/sec): Digital Aerial Photography With Ground ControlDecode for V_Method: standards or criteria exists offsite. Yes, there is documentation that contamination above applicableDecode for Off Site COC: Address MatchingDecode for Method: High Accuracy Reference NetworkDecode for Datum: Central DistrictDecode for District: 10/19/2005Verification Date: CLVerifying Program Id: DEPARTMENT OF ENVIRONMENTAL PROTECTIONVerifier Affiliation: WOEBER_AVerifier Username: DPHOVerify Method Id: 4Coordinate Accuracy Id: Not reportedInterpolation Scale: 4999Map Source Scale: 1999 doqsMap Series Used: 12/06/2004Collect Date: CLCollect Program Id: DEPARTMENT OF ENVIRONMENTAL PROTECTIONCollect Affiliation: GRANDE_MCollect Username: EXACTProximity To Object: CAP_RAP SITEObject Of Interest: Not reportedFeature: ADDMMethod ID: HARNDatum: 11Priority Score: YOffsite Cont Impact: Chlorinated SolventContaminants: 03/13/2001Initial Date Received: Not reportedOGC Case Number: LABRADOR_MProject Manager: OPENSite Status: 250180Project Id: 24201Site Id: Central DistrictDistrict: CASSELBERRY, FL 32708City,State,Zip: 1150 BELLE AVENUEAddress: *MICROVIA (BF)Name: *MICROVIA (FORMERLY CONTINENTAL CIRCUITS INC) (BF) (Continued) S108977527 RESPONSPARTYProgram Area: CDOffice/ District: 57.0279Long SS: 19Long MM: 81Long DD: 54.3362Lat SS: 41Lat MM: 28Lat DD: ERIC_11170Program Site Id: LONGWOOD, FLCity,State,Zip: 851 E. SR 434Address: TIMES SQUARE PLAZAName: DWM CONTAM: 2457 ft. 0.465 mi. Relative: Higher Actual: 72 ft. 1/4-1/2 LONGWOOD, FL West 851 E. SR 434 N/A 32 DWM CONTAMTIMES SQUARE PLAZA S127023840 TC6579630.2s Page 111 1408 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Roger SusskoSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: ClosedFacility Status: DPHOMethod: NAD83Datum: Not reportedPriority Score: TIMES SQUARE PLAZA (Continued) S127023840 TC6579630.2s Page 112 1409 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 0 records.NO SITES FOUNDTC6579630.2s Page 1131410 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: EPA Telephone: N/A Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/11/2021 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: EPA Telephone: N/A Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/11/2021 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. TC6579630.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1411 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: EPA Telephone: N/A Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/11/2021 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: 02/22/2021 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 06/23/2021 Next Scheduled EDR Contact: 10/11/2021 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 07/26/2021 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6579630.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1412 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 07/26/2021 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: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 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: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 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: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: Quarterly TC6579630.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1413 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: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 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: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 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: 02/09/2021 Date Data Arrived at EDR: 02/11/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 39 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 05/05/2021 Next Scheduled EDR Contact: 08/23/2021 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: 02/22/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/21/2021 Next Scheduled EDR Contact: 09/06/2021 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: 02/22/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/21/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Varies TC6579630.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1414 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: 03/22/2021 Date Data Arrived at EDR: 03/24/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 85 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/17/2021 Next Scheduled EDR Contact: 10/04/2021 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: 05/21/2020 Next Scheduled EDR Contact: 08/30/2021 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: 04/12/2021 Date Data Arrived at EDR: 04/13/2021 Date Made Active in Reports: 06/28/2021 Number of Days to Update: 76 Source: Department of Environmental Protection Telephone: 850-922-7121 Last EDR Contact: 07/13/2021 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency: Quarterly State and tribal leaking storage tank lists 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: 04/29/2021 Date Data Arrived at EDR: 04/29/2021 Date Made Active in Reports: 07/15/2021 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8799 Last EDR Contact: 04/21/2021 Next Scheduled EDR Contact: 08/09/2021 Data Release Frequency: Varies 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: 04/27/2021 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 04/27/2021 Next Scheduled EDR Contact: 08/09/2021 Data Release Frequency: Quarterly TC6579630.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1415 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: 10/01/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 10/02/2020 Date Data Arrived at EDR: 12/18/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 84 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 06/17/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies 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: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 09/30/2020 Date Data Arrived at EDR: 12/22/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 80 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 11/12/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 10/07/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 10/09/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies TC6579630.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1416 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: 10/01/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies State and tribal registered storage tank lists FF TANKS: Federal Facilities Listing A listing of federal facilities with storage tanks. Date of Government Version: 03/29/2021 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8250 Last EDR Contact: 06/15/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: Quarterly FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/29/2021 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 33 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: Varies 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: 04/28/2021 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 04/21/2021 Next Scheduled EDR Contact: 08/09/2021 Data Release Frequency: Quarterly AST: Storage Tank Facility Information Registered Aboveground Storage Tanks. Date of Government Version: 04/28/2021 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 04/21/2021 Next Scheduled EDR Contact: 08/09/2021 Data Release Frequency: Quarterly 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: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies TC6579630.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1417 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: 10/07/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 09/30/2020 Date Data Arrived at EDR: 12/22/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 80 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies 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: 10/01/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 10/02/2020 Date Data Arrived at EDR: 12/18/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 84 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 06/17/2021 Next Scheduled EDR Contact: 08/02/2021 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: 10/01/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies 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: 11/12/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Varies TC6579630.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1418 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: 10/09/2020 Date Data Arrived at EDR: 12/16/2020 Date Made Active in Reports: 03/12/2021 Number of Days to Update: 86 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 06/11/2021 Next Scheduled EDR Contact: 08/02/2021 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: 04/28/2021 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8841 Last EDR Contact: 04/21/2021 Next Scheduled EDR Contact: 08/09/2021 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: 03/29/2021 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/24/2021 Next Scheduled EDR Contact: 10/11/2021 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: 03/29/2021 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/24/2021 Next Scheduled EDR Contact: 10/11/2021 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: 12/13/2020 Date Data Arrived at EDR: 01/13/2021 Date Made Active in Reports: 03/29/2021 Number of Days to Update: 75 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 05/14/2021 Next Scheduled EDR Contact: 08/30/2021 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. TC6579630.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1419 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: 07/08/2021 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: No Update Planned INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. 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: 06/15/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: No Update Planned State and tribal Brownfields sites 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: 01/06/2021 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/24/2021 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency: Semi-Annually 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: 07/14/2020 Date Data Arrived at EDR: 09/29/2020 Date Made Active in Reports: 12/17/2020 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 06/24/2021 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency: Varies 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: 12/28/2020 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 06/24/2021 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency: Quarterly ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists TC6579630.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1420 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: 03/15/2021 Date Data Arrived at EDR: 03/16/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/10/2021 Next Scheduled EDR Contact: 09/27/2021 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: 04/16/2021 Next Scheduled EDR Contact: 07/26/2021 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: 04/22/2021 Next Scheduled EDR Contact: 08/09/2021 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: 07/13/2021 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency: No Update Planned 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 IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC6579630.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1421 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: 04/29/2021 Next Scheduled EDR Contact: 08/09/2021 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: 12/07/2020 Date Data Arrived at EDR: 12/09/2020 Date Made Active in Reports: 03/02/2021 Number of Days to Update: 83 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/22/2021 Next Scheduled EDR Contact: 09/06/2021 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: 10/26/2020 Date Data Arrived at EDR: 11/10/2020 Date Made Active in Reports: 01/27/2021 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 05/11/2021 Next Scheduled EDR Contact: 08/23/2021 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: 12/07/2020 Date Data Arrived at EDR: 12/09/2020 Date Made Active in Reports: 03/02/2021 Number of Days to Update: 83 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/18/2021 Next Scheduled EDR Contact: 09/06/2021 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: 10/26/2020 Date Data Arrived at EDR: 10/27/2020 Date Made Active in Reports: 11/06/2020 Number of Days to Update: 10 Source: Department of Environmental Protection Telephone: 850-245-8690 Last EDR Contact: 04/20/2021 Next Scheduled EDR Contact: 08/09/2021 Data Release Frequency: Varies TC6579630.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1422 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/11/2021 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: 03/22/2021 Date Data Arrived at EDR: 03/24/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 85 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 06/17/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: Quarterly SPILLS: Oil and Hazardous Materials Incidents Statewide oil and hazardous materials inland incidents. Date of Government Version: 04/05/2021 Date Data Arrived at EDR: 04/06/2021 Date Made Active in Reports: 06/24/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-2010 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/18/2021 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. TC6579630.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1423 Date of Government Version: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 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: 02/11/2021 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 04/05/2021 Number of Days to Update: 47 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 05/18/2021 Next Scheduled EDR Contact: 08/30/2021 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: 07/13/2021 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency: Varies 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: 07/09/2021 Next Scheduled EDR Contact: 10/18/2021 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: 05/18/2021 Next Scheduled EDR Contact: 08/23/2021 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: 03/22/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: Quarterly TC6579630.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1424 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: 04/30/2021 Next Scheduled EDR Contact: 08/16/2021 Data Release Frequency: No Update Planned 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: 05/07/2021 Next Scheduled EDR Contact: 08/16/2021 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: 06/17/2021 Next Scheduled EDR Contact: 09/27/2021 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: 08/14/2020 Date Made Active in Reports: 11/04/2020 Number of Days to Update: 82 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/17/2021 Next Scheduled EDR Contact: 08/30/2021 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: 01/20/2021 Date Data Arrived at EDR: 01/21/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 60 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 04/20/2021 Next Scheduled EDR Contact: 08/02/2021 Data Release Frequency: Annually TC6579630.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1425 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: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 09/13/2021 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: 01/22/2021 Date Data Arrived at EDR: 02/18/2021 Date Made Active in Reports: 05/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/14/2021 Next Scheduled EDR Contact: 11/01/2021 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: 12/30/2020 Date Data Arrived at EDR: 01/14/2021 Date Made Active in Reports: 03/05/2021 Number of Days to Update: 50 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 08/16/2021 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: 11/19/2020 Date Data Arrived at EDR: 01/08/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 73 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/09/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: Annually TC6579630.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1426 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: 06/29/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: No Update Planned 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: 03/08/2021 Date Data Arrived at EDR: 03/11/2021 Date Made Active in Reports: 05/11/2021 Number of Days to Update: 61 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/14/2021 Next Scheduled EDR Contact: 11/01/2021 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: 12/31/2019 Date Data Arrived at EDR: 12/01/2020 Date Made Active in Reports: 02/09/2021 Number of Days to Update: 70 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 05/27/2021 Next Scheduled EDR Contact: 09/13/2021 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: 05/27/2021 Next Scheduled EDR Contact: 09/13/2021 Data Release Frequency: Varies TC6579630.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1427 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: 05/07/2021 Next Scheduled EDR Contact: 08/16/2021 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: 06/22/2021 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency: No Update Planned 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: 04/27/2021 Next Scheduled EDR Contact: 08/09/2021 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. TC6579630.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1428 Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 01/13/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 68 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 07/02/2021 Next Scheduled EDR Contact: 10/18/2021 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: 12/31/2017 Date Data Arrived at EDR: 06/22/2020 Date Made Active in Reports: 11/20/2020 Number of Days to Update: 151 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 06/21/2021 Next Scheduled EDR Contact: 10/04/2021 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: 07/02/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: Varies 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: 04/28/2021 Next Scheduled EDR Contact: 08/16/2021 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: 05/21/2021 Next Scheduled EDR Contact: 08/30/2021 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 04/27/2021 Date Data Arrived at EDR: 05/03/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 16 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/11/2021 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 TC6579630.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1429 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: No Update Planned 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: No Update Planned 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: 02/01/2021 Date Data Arrived at EDR: 02/24/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 84 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 05/25/2021 Next Scheduled EDR Contact: 09/06/2021 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: 05/27/2021 Date Data Arrived at EDR: 05/27/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 14 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 07/01/2021 Next Scheduled EDR Contact: 09/13/2021 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: 05/27/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Varies TC6579630.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1430 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: 05/27/2021 Next Scheduled EDR Contact: 09/06/2021 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: 03/23/2021 Date Data Arrived at EDR: 03/25/2021 Date Made Active in Reports: 06/17/2021 Number of Days to Update: 84 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 06/14/2021 Next Scheduled EDR Contact: 09/20/2021 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: 02/03/2021 Date Data Arrived at EDR: 03/03/2021 Date Made Active in Reports: 04/05/2021 Number of Days to Update: 33 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 05/18/2021 Next Scheduled EDR Contact: 09/13/2021 Data Release Frequency: Quarterly 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: 07/07/2021 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 04/04/2021 Date Data Arrived at EDR: 04/06/2021 Date Made Active in Reports: 06/25/2021 Number of Days to Update: 80 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 07/01/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. TC6579630.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1431 Date of Government Version: 11/03/2020 Date Data Arrived at EDR: 11/17/2020 Date Made Active in Reports: 02/09/2021 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 05/21/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Varies 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: 02/17/2021 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 33 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 05/14/2021 Next Scheduled EDR Contact: 08/30/2021 Data Release Frequency: Quarterly AIRS: Permitted Facilities Listing A listing of Air Resources Management permits. Date of Government Version: 01/26/2021 Date Data Arrived at EDR: 01/28/2021 Date Made Active in Reports: 02/03/2021 Number of Days to Update: 6 Source: Department of Environmental Protection Telephone: 850-921-9558 Last EDR Contact: 04/21/2021 Next Scheduled EDR Contact: 08/09/2021 Data Release Frequency: Varies ASBESTOS: Asbestos Notification Listing Asbestos sites Date of Government Version: 02/16/2021 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 05/07/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-717-9086 Last EDR Contact: 05/12/2021 Next Scheduled EDR Contact: 08/30/2021 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: 02/23/2021 Date Data Arrived at EDR: 02/24/2021 Date Made Active in Reports: 05/14/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 866-282-0787 Last EDR Contact: 05/21/2021 Next Scheduled EDR Contact: 09/06/2021 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: 06/22/2021 Date Data Arrived at EDR: 06/23/2021 Date Made Active in Reports: 07/12/2021 Number of Days to Update: 19 Source: Department of Environmental Protection Telephone: 850-245-8335 Last EDR Contact: 06/22/2021 Next Scheduled EDR Contact: 09/27/2021 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Facilities The Drycleaners database, maintained by the Department of Environmental Protection, provides information about permitted dry cleaner facilities. TC6579630.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1432 Date of Government Version: 04/19/2021 Date Data Arrived at EDR: 04/20/2021 Date Made Active in Reports: 07/07/2021 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 04/20/2021 Next Scheduled EDR Contact: 08/02/2021 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: 11/13/2020 Date Data Arrived at EDR: 11/17/2020 Date Made Active in Reports: 02/10/2021 Number of Days to Update: 85 Source: Department of Environmental Protection Telephone: 850-245-7503 Last EDR Contact: 07/09/2021 Next Scheduled EDR Contact: 10/18/2021 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: 04/07/2021 Date Data Arrived at EDR: 04/28/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8793 Last EDR Contact: 04/26/2021 Next Scheduled EDR Contact: 08/09/2021 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: 01/07/2021 Date Data Arrived at EDR: 02/26/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 82 Source: Department of Environmental Protection Telephone: 850-245-8743 Last EDR Contact: 04/26/2021 Next Scheduled EDR Contact: 08/09/2021 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: 04/26/2021 Date Data Arrived at EDR: 04/27/2021 Date Made Active in Reports: 07/14/2021 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8853 Last EDR Contact: 04/21/2021 Next Scheduled EDR Contact: 08/09/2021 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: 07/09/2021 Next Scheduled EDR Contact: 10/18/2021 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. TC6579630.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1433 Date of Government Version: 03/23/2021 Date Data Arrived at EDR: 03/24/2021 Date Made Active in Reports: 06/10/2021 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 06/17/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: Quarterly RESP PARTY: Responsible Party Sites Listing Open, inactive and closed responsible party sites Date of Government Version: 03/29/2021 Date Data Arrived at EDR: 03/30/2021 Date Made Active in Reports: 06/21/2021 Number of Days to Update: 83 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 06/28/2021 Next Scheduled EDR Contact: 10/11/2021 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: 02/16/2021 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 05/07/2021 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8953 Last EDR Contact: 05/14/2021 Next Scheduled EDR Contact: 08/30/2021 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: 06/02/2021 Next Scheduled EDR Contact: 09/20/2021 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: 01/20/2021 Date Data Arrived at EDR: 01/21/2021 Date Made Active in Reports: 04/12/2021 Number of Days to Update: 81 Source: Department of Environmental Protection Telephone: 850-245-8655 Last EDR Contact: 07/09/2021 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency: Varies WASTEWATER: Wastewater Facility Regulation Database Domestic and industrial wastewater facilities. Date of Government Version: 01/29/2021 Date Data Arrived at EDR: 02/02/2021 Date Made Active in Reports: 04/23/2021 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8600 Last EDR Contact: 04/30/2021 Next Scheduled EDR Contact: 08/16/2021 Data Release Frequency: Quarterly 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: 05/27/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Varies TC6579630.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1434 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: 06/30/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: No Update Planned 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: 06/30/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: No Update Planned 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. 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: 06/30/2021 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency: No Update Planned 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. 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 TC6579630.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1435 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 COUNTY RECORDS ALACHUA COUNTY: FACILITY LIST ALACHUA: Facility List List of all regulated facilities in Alachua County. Date of Government Version: 03/19/2021 Date Data Arrived at EDR: 03/23/2021 Date Made Active in Reports: 06/09/2021 Number of Days to Update: 78 Source: Alachua County Environmental Protection Department Telephone: 352-264-6800 Last EDR Contact: 06/15/2021 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency: Annually BROWARD COUNTY: TC6579630.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1436 AST BROWARD: Aboveground Storage Tanks Aboveground storage tank locations in Broward County. Date of Government Version: 02/12/2021 Date Data Arrived at EDR: 06/10/2021 Date Made Active in Reports: 06/11/2021 Number of Days to Update: 1 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 05/18/2021 Next Scheduled EDR Contact: 09/06/2021 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: 02/12/2021 Date Data Arrived at EDR: 06/10/2021 Date Made Active in Reports: 06/11/2021 Number of Days to Update: 1 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 05/18/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Varies HILLSBOROUGH COUNTY: LF HILLSBOROUGH: Hillsborough County LF Hillsborough county landfill sites. Date of Government Version: 04/07/2021 Date Data Arrived at EDR: 04/07/2021 Date Made Active in Reports: 06/24/2021 Number of Days to Update: 78 Source: Hillsborough County Environmental Protection Commission Telephone: 813-627-2600 Last EDR Contact: 06/29/2021 Next Scheduled EDR Contact: 10/18/2021 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: 02/23/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Semi-Annually DADE CO AW: Agricultural Waste Listing A listing of agricultural waste sites Date of Government Version: 02/23/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 78 Source: Miami-Dade County Division of Environmental Resources Management Telephone: 305-372-6715 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 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: 02/23/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 78 Source: DERM Telephone: 305-372-6755 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Quarterly TC6579630.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1437 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: 02/23/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 78 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 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: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 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: 02/23/2021 Date Data Arrived at EDR: 02/23/2021 Date Made Active in Reports: 05/12/2021 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6700 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 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: 02/25/2021 Date Data Arrived at EDR: 02/26/2021 Date Made Active in Reports: 05/19/2021 Number of Days to Update: 82 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Semi-Annually 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: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Semi-Annually UST DADE: Storage Tanks A listing of aboveground and underground storage tank site locations. Date of Government Version: 06/03/2019 Date Data Arrived at EDR: 11/19/2020 Date Made Active in Reports: 02/03/2021 Number of Days to Update: 76 Source: Department of Environmental Resource Management Telephone: 305-372-6700 Last EDR Contact: 05/24/2021 Next Scheduled EDR Contact: 09/06/2021 Data Release Frequency: Semi-Annually PALM BEACH COUNTY: TC6579630.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1438 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: 06/10/2021 Next Scheduled EDR Contact: 09/20/2021 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: 10/05/2020 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 05/10/2021 Number of Days to Update: 82 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 05/11/2021 Next Scheduled EDR Contact: 08/23/2021 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: 07/09/2021 Next Scheduled EDR Contact: 10/18/2021 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. 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: 04/30/2021 Next Scheduled EDR Contact: 08/09/2021 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: 07/07/2021 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2019 Date Data Arrived at EDR: 02/11/2021 Date Made Active in Reports: 02/24/2021 Number of Days to Update: 13 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 05/13/2021 Next Scheduled EDR Contact: 08/30/2021 Data Release Frequency: Annually TC6579630.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1439 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: 06/03/2021 Next Scheduled EDR Contact: 09/20/2021 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. 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 TC6579630.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1440 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. TC6579630.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 1441 TC6579630.2s 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: 5656107 CASSELBERRY, FLTarget Property Map: USGS TOPOGRAPHIC MAP 54 ft. above sea levelElevation: 3174457.0UTM Y (Meters): 468468.1UTM X (Meters): Zone 17Universal Tranverse Mercator: 81.322797 - 81˚ 19’ 22.07’’Longitude (West): 28.698557 - 28˚ 41’ 54.81’’Latitude (North): TARGET PROPERTY COORDINATES WINTER SPRINGS, FL 32708 WEST STATE ROAD 434 AT SARA NICHOL LANE VACANT PARCELS TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® 1442 TC6579630.2s 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: 54 ft. North South West East5358555361536168775459636558595659655269686866727373727054524745535959555045General ENEGeneral 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® 1443 TC6579630.2s 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 data12095C0165F FEMA FIRM Flood data12117C0170F FEMA FIRM Flood data12117C0165F FEMA FIRM Flood data12117C0160F Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data12117C0155F 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® 1444 TC6579630.2s 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 Stratified SequenceCategory:CenozoicEra: TertiarySystem: MioceneSeries: TmCode: (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® 1445 TC6579630.2s 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® 1446 TC6579630.2s Page A-6 1/4 - 1/2 Mile NWFLSA11000022902 D21 1/4 - 1/2 Mile NWFLSA11000022900 E20 1/4 - 1/2 Mile NNWFLSA11000101987 D19 1/4 - 1/2 Mile NNWFLSA11000085667 D18 1/4 - 1/2 Mile WSWFLSA11000064072 C17 1/4 - 1/2 Mile NNWFLSA11000085665 D16 1/4 - 1/2 Mile NWFLSA11000085668 D15 1/4 - 1/2 Mile WSWFLSA11000085645 C14 1/8 - 1/4 Mile WSWFLSA11000022856 C13 1/8 - 1/4 Mile WNWFLSA11000022905 B12 1/8 - 1/4 Mile WSWFLSA11000012356 A11 1/8 - 1/4 Mile SWFLSA11000012355 A10 1/8 - 1/4 Mile WNWFLSA11000022850 B9 1/8 - 1/4 Mile WNWFLSA11000022848 B8 1/8 - 1/4 Mile WSWFLSA11000012349 A7 1/8 - 1/4 Mile SWFLSA11000012350 A6 1/8 - 1/4 Mile SWFLSA11000012351 A4 1/8 - 1/4 Mile SWFLSA11000091680 A3 0 - 1/8 Mile WestFLSA11000022849 A2 0 - 1/8 Mile WSWFLSA11000022851 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/8 - 1/4 Mile WSWFL3594201 A5 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® 1447 TC6579630.2s Page A-7 1/2 - 1 Mile NorthFLSA11000004286 N73 1/2 - 1 Mile NorthFLSA11000014176 M72 1/2 - 1 Mile NNWFLSA11000004287 N71 1/2 - 1 Mile SSWFLSA11000026065 L70 1/2 - 1 Mile SSWFLSA11000026066 69 1/2 - 1 Mile SWFLSA11000073927 68 1/2 - 1 Mile NNWFLSA11000026083 N67 1/2 - 1 Mile NorthFLSA11000070806 M66 1/2 - 1 Mile SWFLSA11000073928 L65 1/2 - 1 Mile EastFLSJ11000034172 K64 1/2 - 1 Mile EastFLSJ11000034389 K63 1/2 - 1 Mile EastFLSJ11000061749 K62 1/2 - 1 Mile EastFLSJ11000052394 K61 1/2 - 1 Mile EastFLSJ11000041285 K60 1/2 - 1 Mile SWFLSA11000105403 L59 1/2 - 1 Mile SSWFLSA11000026067 L58 1/2 - 1 Mile NorthFLSA11000004288 J57 1/2 - 1 Mile EastFLSA11000064034 K56 1/2 - 1 Mile EastFLSA11000064033 K55 1/2 - 1 Mile NorthFLSA11000070807 J54 1/2 - 1 Mile NorthFLSA11000000487 J53 1/2 - 1 Mile NNWFLSA11000026082 I52 1/2 - 1 Mile NorthFLSA11000008849 J51 1/2 - 1 Mile NorthFLSA11000026085 J50 1/2 - 1 Mile NNWFLSA11000026081 I49 1/2 - 1 Mile NNWFLSA11000026080 I48 1/2 - 1 Mile NNWFLSA11000026077 I47 1/2 - 1 Mile NNWFLSA11000026079 I46 1/2 - 1 Mile NNWFLSA11000026078 I45 1/2 - 1 Mile NNWFLSA11000026084 44 1/2 - 1 Mile NEFLSA11000064035 43 1/2 - 1 Mile SSEFLSJ11000057953 H42 1/2 - 1 Mile SSEFLSJ11000009451 H41 1/2 - 1 Mile SSWFLSA11000026071 40 1/2 - 1 Mile SSWFLSA11000026072 G39 1/2 - 1 Mile SSWFLSA11000026069 G38 1/2 - 1 Mile NNWFLSA11000002828 37 1/2 - 1 Mile SSWFLSA11000026068 G36 1/2 - 1 Mile SSWFLSA11000026070 G35 1/2 - 1 Mile SSWFLSA11000026074 G34 1/2 - 1 Mile SSWFLSA11000026073 G33 1/4 - 1/2 Mile WNWFLSJ11000034966 32 1/4 - 1/2 Mile NorthFLSA11000091678 31 1/4 - 1/2 Mile NNWFLSA11000085644 30 1/4 - 1/2 Mile ESEFLSA11000026086 F29 1/4 - 1/2 Mile EastFLSA11000026089 F28 1/4 - 1/2 Mile NWFLSA11000022903 27 1/4 - 1/2 Mile ESEFLSA11000026088 F26 1/4 - 1/2 Mile NNWFLSA11000085666 D25 1/4 - 1/2 Mile ESEFLSA11000026087 F24 1/4 - 1/2 Mile NNWFLSA11000085664 23 1/4 - 1/2 Mile NWFLSA11000022901 E22 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1448 TC6579630.2s Page A-8 1/2 - 1 Mile NNWFLSA11000014175 N80 1/2 - 1 Mile SWFLSA11000073925 L79 1/2 - 1 Mile EastFLSJ11000051671 K78 1/2 - 1 Mile EastFLSJ11000053168 K77 1/2 - 1 Mile EastFLSJ11000036928 K76 1/2 - 1 Mile EastFLSJ11000032339 K75 1/2 - 1 Mile EastFLSJ11000033857 K74 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 1449 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.804 040404040 4040 4040 408080 80 FL 1450 TC6579630.2s Page A-10 Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAD4158Fl Well ID: Super Act Program Well Data (Department of Health)Database: A4 SW 1/8 - 1/4 Mile Higher FLSA11000012351FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590068501WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAM4176Fl Well ID: Super Act Program Well Data (Department of Health)Database: A3 SW 1/8 - 1/4 Mile Higher FLSA11000091680FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: ROGER MOBLEYWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:168Well Depth: Black SteeCasing Material:ACTIVEStatus: 50Well Type:AAF6429Fl Well ID: Super Act Program Well Data (Department of Health)Database: A2 West 0 - 1/8 Mile Higher FLSA11000022849FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590059501WSRP ID:0Large PWS Well: STAR BRITE CLEANERSWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 42Well Type:AAF6431Fl Well ID: Super Act Program Well Data (Department of Health)Database: A1 WSW 0 - 1/8 Mile Higher FLSA11000022851FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1451 TC6579630.2s Page A-11 Coliform (TCR)Contamination Name: 3100Contamination code: 2000Violation Year: FLState: SOrig code: 0004263Violation id: 0811930Longitude: 284150Latitude: 0811930Longitude: 284150Latitude: TreatedTreatment: Under 101 PersonsPopulation served: 32750System zip: FLSystem state: LONGWOODSystem city: 266 WEST S.R. 434System address: Not ReportedSystem address: 753 BUSINESS CENTER #1System name: 00000025Retail population: Not ReportedDate system deactivated: Not ReportedDate system activated: ActiveActivity status: FL3594201PWS ID: Not ReportedContact telephone: 407-699-17Contact zip: 32Contact state: FLContact city: WINTER SPRINGSContact address: 1006 SHEPARD RDContact address: MR WALTER DITTMERContact: 25Retail population served: NCPWS type code: 753 BUSINESS CENTER #1PWS name: 32750PWS zip: FLPWS state: LONGWOODPWS city: Not ReportedPWS address: SOBIK’S CORPORATE OFFICEPWS name: System Owner/Responsible PartyPWS type: FL3594201PWS ID: TPFactypecode: ion exchangeTrtprocess: inorganics removalTrtobjective: AFacactivitycode: Treatment_plantFactype: 753 BUSINESS CENTER 1Facname: 67703594201Facid: FL3594201Pwsid: TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: AFacactivitycode: Treatment_plantFactype: 753 BUSINESS CENTER 1Facname: 67703594201Facid: FL3594201Pwsid: IPwsactivitycode: 32708-2018Contactzip: FLContactstate: WINTER SPRINGSContactcity: Not ReportedContactaddress2: 1006 SHEPARD RDContactaddress1: 407-699-1755Contactphone: 753 BUSINESS CENTER #1Contactorgname: MR WALTER DITTMERContact: PrivateOwner: TNCWSPwstype: GroundwaterPsource longname: 1Pwssvcconn: 25Retpopsrvd: ClosedStatus: 12117Fipscounty: Not ReportedZipserved: FLStateserved: Not ReportedCityserved: 753 BUSINESS CENTER #1Pwsname: FL3594201Pwsid: FLState: 04Epa region: A5 WSW 1/8 - 1/4 Mile Higher FL3594201FRDS PWS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590069301WSRP ID:0Large PWS Well: MR. HALLWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1452 TC6579630.2s Page A-12 2008Violation Year: FLState: SOrig code: 20080006797Violation id: 09/30/2005Cmp edt: 09/01/2005Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: Monitoring, Routine Major (TCR)Violation name: 23Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2005Violation Year: FLState: SOrig code: 20060000587Violation id: 09/30/2005Cmp edt: 07/01/2005Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: Monitoring, Repeat Minor (TCR)Violation name: 26Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2005Violation Year: FLState: SOrig code: 20060000220Violation id: 09/30/2001Cmp edt: 07/01/2001Cmp bdt: 0State mcl: Not ReportedUnit of measure: 0Violation measur: TCRRule name: 110Rule code: Monitoring, Repeat Major (TCR)Violation name: 25Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2001Violation Year: FLState: SOrig code: 0116304Violation id: 03/31/2001Cmp edt: 01/01/2001Cmp bdt: 0State mcl: Not ReportedUnit of measure: 0Violation measur: TCRRule name: 110Rule code: Monitoring, Routine Major (TCR)Violation name: 23Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2001Violation Year: FLState: SOrig code: 0111260Violation id: 09/30/2000Cmp edt: 07/01/2000Cmp bdt: 0State mcl: Not ReportedUnit of measure: 0Violation measur: TCRRule name: 110Rule code: Monitoring, Repeat Major (TCR)Violation name: 25Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2000Violation Year: FLState: SOrig code: 0005152Violation id: 06/30/2000Cmp edt: 04/01/2000Cmp bdt: 0State mcl: Not ReportedUnit of measure: 0Violation measur: TCRRule name: 110Rule code: Monitoring, Repeat Major (TCR)Violation name: 25Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2000Violation Year: FLState: SOrig code: 0004264Violation id: 06/30/2000Cmp edt: 04/01/2000Cmp bdt: 0State mcl: Not ReportedUnit of measure: 0Violation measur: TCRRule name: 110Rule code: MCL, Monthly (TCR)Violation name: 22Violation code: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1453 TC6579630.2s Page A-13 11/15/2005Enforcement Action: 2006Enforcemnt FY: SOrig Code: 20060000587Violation ID: Not ReportedAnalysis result: Not ReportedAnalysis method: Not ReportedNumber of samples taken: Not ReportedNumber of required samples: Not ReportedMaximum contaminant level: YesMajor violator: Not ReportedViolation awareness date: 003Violation period (months): 123193Violation end date: 100193Violation start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: Not ReportedPWS telephone: Not ReportedViolation source ID: 94V0004Violation ID: YesPWS currently has or had major violation(s) or enforcement: Not ReportedAnalysis result: Not ReportedAnalysis method: Not ReportedNumber of samples taken: Not ReportedNumber of required samples: Not ReportedMaximum contaminant level: YesMajor violator: Not ReportedViolation awareness date: 003Violation period (months): 033194Violation end date: 010194Violation start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: Not ReportedPWS telephone: Not ReportedViolation source ID: 94V0005Violation ID: YesPWS currently has or had major violation(s) or enforcement: Not ReportedAnalysis result: Not ReportedAnalysis method: Not ReportedNumber of samples taken: Not ReportedNumber of required samples: Not ReportedMaximum contaminant level: YesMajor violator: Not ReportedViolation awareness date: 003Violation period (months): 093093Violation end date: 070193Violation start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: Not ReportedPWS telephone: Not ReportedViolation source ID: 94V0001Violation ID: YesPWS currently has or had major violation(s) or enforcement: Not ReportedAnalysis result: Not ReportedAnalysis method: Not ReportedNumber of samples taken: Not ReportedNumber of required samples: Not ReportedMaximum contaminant level: YesMajor violator: Not ReportedViolation awareness date: 003Violation period (months): 063094Violation end date: 040194Violation start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: Not ReportedPWS telephone: Not ReportedViolation source ID: 94V0006Violation ID: YesPWS currently has or had major violation(s) or enforcement: 10/31/2008Cmp edt: 10/01/2008Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: MCL, Monthly (TCR)Violation name: 22Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2008Violation Year: FLState: SOrig code: 20090000255Violation id: 04/30/2008Cmp edt: 04/01/2008Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: Monitoring, Routine Minor (TCR)Violation name: 24Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1454 TC6579630.2s Page A-14 Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 20060000587Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: Not ReportedViolation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 9/30/2005 0:00:00Compliance end date: 7/1/2005 0:00:00Compliance start date: Monitoring, Repeat Minor (TCR)Violation type: COLIFORM (TCR)Contaminant: 20060000220Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: 0Violation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 9/30/2001 0:00:00Compliance end date: 7/1/2001 0:00:00Compliance start date: Monitoring, Repeat Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 0116304Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: 0Violation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 3/31/2001 0:00:00Compliance end date: 1/1/2001 0:00:00Compliance start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 0111260Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: 0Violation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 9/30/2000 0:00:00Compliance end date: 7/1/2000 0:00:00Compliance start date: Monitoring, Repeat Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 0005152Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: 0Violation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 6/30/2000 0:00:00Compliance end date: 4/1/2000 0:00:00Compliance start date: Monitoring, Repeat Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 0004264Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: 0Violation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 6/30/2000 0:00:00Compliance end date: 4/1/2000 0:00:00Compliance start date: Max Contaminant Level, Monthly (TCR)Violation type: COLIFORM (TCR)Contaminant: 0004263Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: InformalEnforcement Category: St Public Notif receivedEnforcement Detail: 12/20/2008Enforcement Action: 2009Enforcemnt FY: SOrig Code: 20090000255Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 12/22/2008Enforcement Action: 2009Enforcemnt FY: SOrig Code: 20090000255Violation ID: InformalEnforcement Category: St Violation/Reminder NoticeEnforcement Detail: 12/16/2005Enforcement Action: 2006Enforcemnt FY: SOrig Code: 20060000587Violation ID: InformalEnforcement Category: St Violation/Reminder NoticeEnforcement Detail: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1455 TC6579630.2s Page A-15 Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAD4155Fl Well ID: Super Act Program Well Data (Department of Health)Database: A7 WSW 1/8 - 1/4 Mile Higher FLSA11000012349FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590068501WSRP ID:0Large PWS Well: DOUG HOLZAPPLEWell Name:NoSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:RETAGGEDStatus: 43Well Type:AAD4157Fl Well ID: Super Act Program Well Data (Department of Health)Database: A6 SW 1/8 - 1/4 Mile Higher FLSA11000012350FL WELLS Not ReportedViolation measurement: State Compliance AchievedEnforcement action: 12/22/2008 0:00:00Enforcement date: 10/31/2008 0:00:00Compliance end date: 10/1/2008 0:00:00Compliance start date: Max Contaminant Level, Monthly (TCR)Violation type: COLIFORM (TCR)Contaminant: 20090000255Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: Not ReportedViolation measurement: State Public Notif ReceivedEnforcement action: 12/20/2008 0:00:00Enforcement date: 10/31/2008 0:00:00Compliance end date: 10/1/2008 0:00:00Compliance start date: Max Contaminant Level, Monthly (TCR)Violation type: COLIFORM (TCR)Contaminant: 20090000255Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: Not ReportedViolation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 4/30/2008 0:00:00Compliance end date: 4/1/2008 0:00:00Compliance start date: Monitoring, Routine Minor (TCR)Violation type: COLIFORM (TCR)Contaminant: 20080006797Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: Not ReportedViolation measurement: State Violation/Reminder NoticeEnforcement action: 12/16/2005 0:00:00Enforcement date: 9/30/2005 0:00:00Compliance end date: 9/1/2005 0:00:00Compliance start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 20060000587Violation ID: NCPWS type code: 25Population served: 753 BUSINESS CENTER #1PWS name: Not ReportedViolation measurement: State Violation/Reminder NoticeEnforcement action: 11/15/2005 0:00:00Enforcement date: 9/30/2005 0:00:00Compliance end date: 9/1/2005 0:00:00Compliance start date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1456 TC6579630.2s Page A-16 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: ELIZABETH HORTONWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: OtherCasing Material:ACTIVEStatus: 43Well Type:AAD4159Fl Well ID: Super Act Program Well Data (Department of Health)Database: A10 SW 1/8 - 1/4 Mile Higher FLSA11000012355FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: ROSS MOBLEYWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:157Well Depth: Black SteeCasing Material:ABANDONEDStatus: 43Well Type:AAF6430Fl Well ID: Super Act Program Well Data (Department of Health)Database: B9 WNW 1/8 - 1/4 Mile Higher FLSA11000022850FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:UNFILTEREDWSRP Action: 590059601WSRP ID:0Large PWS Well: RICHARD INGERMANWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ACTIVEStatus: 50Well Type:AAF6428Fl Well ID: Super Act Program Well Data (Department of Health)Database: B8 WNW 1/8 - 1/4 Mile Higher FLSA11000022848FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590059301WSRP ID:0Large PWS Well: SAAB/VOLVO SPECIALISTWell Name:NoSanitary Seal: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1457 TC6579630.2s Page A-17 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAM0454Fl Well ID: Super Act Program Well Data (Department of Health)Database: C14 WSW 1/4 - 1/2 Mile Higher FLSA11000085645FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590059401WSRP ID:0Large PWS Well: MAX CAR SERVICESWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 42Well Type:AAF6437Fl Well ID: Super Act Program Well Data (Department of Health)Database: C13 WSW 1/8 - 1/4 Mile Higher FLSA11000022856FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: SINNS AND THOMASWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ACTIVEStatus: 50Well Type:AAF6489Fl Well ID: Super Act Program Well Data (Department of Health)Database: B12 WNW 1/8 - 1/4 Mile Higher FLSA11000022905FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: JOHN PAULDINGWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 43Well Type:AAD4160Fl Well ID: Super Act Program Well Data (Department of Health)Database: A11 WSW 1/8 - 1/4 Mile Higher FLSA11000012356FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1458 TC6579630.2s Page A-18 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:CONNECTED TO PWWSRP Action: 590036901WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:ACTIVEStatus: 50Well Type:590036901Fl Well ID: Super Act Program Well Data (Department of Health)Database: C17 WSW 1/4 - 1/2 Mile Higher FLSA11000064072FL WELLS 0PWS Design:OWNERResident Type: NON-POTABLEPotable Status:CONNECTED TO PWWSRP Action: 590075301WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 50Well Type:AAM0462Fl Well ID: Super Act Program Well Data (Department of Health)Database: D16 NNW 1/4 - 1/2 Mile Higher FLSA11000085665FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAM0465Fl Well ID: Super Act Program Well Data (Department of Health)Database: D15 NW 1/4 - 1/2 Mile Higher FLSA11000085668FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: MICHAELS AUTOWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1459 TC6579630.2s Page A-19 Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ACTIVEStatus: 42Well Type:AAF6486Fl Well ID: Super Act Program Well Data (Department of Health)Database: D21 NW 1/4 - 1/2 Mile Higher FLSA11000022902FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: VALUE PAWN AND JEWELERYWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 50Well Type:AAF6484Fl Well ID: Super Act Program Well Data (Department of Health)Database: E20 NW 1/4 - 1/2 Mile Higher FLSA11000022900FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590100701WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAO2274Fl Well ID: Super Act Program Well Data (Department of Health)Database: D19 NNW 1/4 - 1/2 Mile Higher FLSA11000101987FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590100501WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: GALVANIZEDCasing Material:ACTIVEStatus: 43Well Type:AAM0464Fl Well ID: Super Act Program Well Data (Department of Health)Database: D18 NNW 1/4 - 1/2 Mile Higher FLSA11000085667FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1460 TC6579630.2s Page A-20 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: HARTMAN AND SONS CONSTRUCTIONWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ACTIVEStatus: 50Well Type:AAG6228Fl Well ID: Super Act Program Well Data (Department of Health)Database: F24 ESE 1/4 - 1/2 Mile Lower FLSA11000026087FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590100901WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAM0461Fl Well ID: Super Act Program Well Data (Department of Health)Database: 23 NNW 1/4 - 1/2 Mile Higher FLSA11000085664FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: MEINEKE DISCOUNT MUFFLERWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 50Well Type:AAF6485Fl Well ID: Super Act Program Well Data (Department of Health)Database: E22 NW 1/4 - 1/2 Mile Higher FLSA11000022901FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590074201WSRP ID:0Large PWS Well: MCGREW MOTORSWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1461 TC6579630.2s Page A-21 Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6230Fl Well ID: Super Act Program Well Data (Department of Health)Database: F28 East 1/4 - 1/2 Mile Lower FLSA11000026089FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590049601WSRP ID:0Large PWS Well: SEMINOLE CAR CARE/Buy here pay hereWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAF6487Fl Well ID: Super Act Program Well Data (Department of Health)Database: 27 NW 1/4 - 1/2 Mile Higher FLSA11000022903FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: AMERICAN PLUMBING AND RESTOR.Well Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6229Fl Well ID: Super Act Program Well Data (Department of Health)Database: F26 ESE 1/4 - 1/2 Mile Lower FLSA11000026088FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:NO ACTION AT THIWSRP Action: 590076501WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAM0463Fl Well ID: Super Act Program Well Data (Department of Health)Database: D25 NNW 1/4 - 1/2 Mile Higher FLSA11000085666FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1462 TC6579630.2s Page A-22 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590081901WSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAM4172Fl Well ID: Super Act Program Well Data (Department of Health)Database: 31 North 1/4 - 1/2 Mile Higher FLSA11000091678FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: Not ReportedWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAM0453Fl Well ID: Super Act Program Well Data (Department of Health)Database: 30 NNW 1/4 - 1/2 Mile Higher FLSA11000085644FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590084401WSRP ID:0Large PWS Well: FLORIDA DRAPERY AND WALLCOVERWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ACTIVEStatus: 42Well Type:AAG6227Fl Well ID: Super Act Program Well Data (Department of Health)Database: F29 ESE 1/4 - 1/2 Mile Higher FLSA11000026086FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590084301WSRP ID:0Large PWS Well: FLORIDA CURBWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1463 TC6579630.2s Page A-23 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: RITA JARRETTWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:180Well Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAG6215Fl Well ID: Super Act Program Well Data (Department of Health)Database: G34 SSW 1/2 - 1 Mile Higher FLSA11000026074FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: JOHN BLAIRWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAG6214Fl Well ID: Super Act Program Well Data (Department of Health)Database: G33 SSW 1/2 - 1 Mile Higher FLSA11000026073FL WELLS Public SupplyProject Use: COMPPermit App Process Status: Out Of ComplianceCompliance Status: 0Pump Capacity (GPM): ActiveStation Status: Not ReportedWater Source: 0Total Well Depth: 0Casing Depth: 0Casing Diameter: 8320Project Acres: IssuedPermit Status: ApprovalRecommendation: 08-AUG-26Permit Expiration: 08-AUG-06Decision Made: 11-NOV-04Date Received: Sanlando Utilities CorpPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: Sanlando Utilities CorpSite Name: 107048Site ID: YMonitoring: Monitoring WellStation Type: CPH #70, Lake Gem (Sec. 32, T. 20 S., R. 30 E.)Station Name: 4Permit Seq #: 160Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 32 WNW 1/4 - 1/2 Mile Higher FLSJ11000034966FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1464 TC6579630.2s Page A-24 Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAG6210Fl Well ID: Super Act Program Well Data (Department of Health)Database: G38 SSW 1/2 - 1 Mile Higher FLSA11000026069FL WELLS 7500PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590074301WSRP ID:0Large PWS Well: ALL IN THE FAMILY BARWell Name:Not ReportedSanitary Seal: 3594196Permit #:Not ReportedCasing Diameter: Not ReportedCasing Length:0Well Depth: Not ReportedCasing Material:ACTIVEStatus: 41Well Type:AAH7316Fl Well ID: Super Act Program Well Data (Department of Health)Database: 37 NNW 1/2 - 1 Mile Higher FLSA11000002828FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: SANDRA BURKHARDTWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:80Well Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAG6209Fl Well ID: Super Act Program Well Data (Department of Health)Database: G36 SSW 1/2 - 1 Mile Higher FLSA11000026068FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: SAMUEL KNECHELWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAG6211Fl Well ID: Super Act Program Well Data (Department of Health)Database: G35 SSW 1/2 - 1 Mile Higher FLSA11000026070FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1465 TC6579630.2s Page A-25 CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 0Pump Capacity (GPM): ActiveStation Status: Not ReportedWater Source: 25Total Well Depth: 5Casing Depth: 0Casing Diameter: 5.7Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-23Permit Expiration: 10-MAY-11Decision Made: 03-FEB-11Date Received: Orlando Utilities CommissionPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Orlando Utilities CommissionSite Name: 298121Site ID: YMonitoring: Monitoring WellStation Type: #2787, Seminole Co, S 37, T 21 S, R 30 E, Lake HodStation Name: 15Permit Seq #: 3159Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H41 SSE 1/2 - 1 Mile Lower FLSJ11000009451FL WELLS 10800PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: INLAND BAR GRILLWell Name:YesSanitary Seal: 3594232Permit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ABANDONEDStatus: 41Well Type:AAG6212Fl Well ID: Super Act Program Well Data (Department of Health)Database: 40 SSW 1/2 - 1 Mile Higher FLSA11000026071FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: RAPHAEL AZAWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 43Well Type:AAG6213Fl Well ID: Super Act Program Well Data (Department of Health)Database: G39 SSW 1/2 - 1 Mile Higher FLSA11000026072FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: ABDIEL RIVERAWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1466 TC6579630.2s Page A-26 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: ENTERPRISE RENT A CARWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6225Fl Well ID: Super Act Program Well Data (Department of Health)Database: 44 NNW 1/2 - 1 Mile Higher FLSA11000026084FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590033303WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:ACTIVEStatus: 40Well Type:590033303Fl Well ID: Super Act Program Well Data (Department of Health)Database: 43 NE 1/2 - 1 Mile Lower FLSA11000064035FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 0Pump Capacity (GPM): ActiveStation Status: Not ReportedWater Source: 25Total Well Depth: 5Casing Depth: 0Casing Diameter: 5.7Project Acres: IssuedPermit Status: ApprovalRecommendation: 08-OCT-23Permit Expiration: 21-MAY-14Decision Made: 16-APR-14Date Received: Orlando Utilities CommissionPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: CompliancePermit Stage: Letter ModificationPermit Type: Orlando Utilities CommissionSite Name: 309664Site ID: YMonitoring: Monitoring WellStation Type: #2787, Seminole Co, S 37, T 21 S, R 30 E, Lake HodStation Name: 16Permit Seq #: 3159Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H42 SSE 1/2 - 1 Mile Lower FLSJ11000057953FL WELLS Public SupplyProject Use: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1467 TC6579630.2s Page A-27 Not ReportedCasing Length:80Well Depth: Black SteeCasing Material:INACTIVEStatus: 50Well Type:AAG6221Fl Well ID: Super Act Program Well Data (Department of Health)Database: I48 NNW 1/2 - 1 Mile Higher FLSA11000026080FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: SOUTHERN OFF ROAD AND PERFORMWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6218Fl Well ID: Super Act Program Well Data (Department of Health)Database: I47 NNW 1/2 - 1 Mile Higher FLSA11000026077FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: ECONO AUTO PAINTINGWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6220Fl Well ID: Super Act Program Well Data (Department of Health)Database: I46 NNW 1/2 - 1 Mile Higher FLSA11000026079FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: TRANSCO TRANSMISSIONSWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6219Fl Well ID: Super Act Program Well Data (Department of Health)Database: I45 NNW 1/2 - 1 Mile Higher FLSA11000026078FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1468 TC6579630.2s Page A-28 2000PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: 753 BUSINESS CENTERWell Name:YesSanitary Seal: 3594202Permit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 41Well Type:AAC3123Fl Well ID: Super Act Program Well Data (Department of Health)Database: J51 North 1/2 - 1 Mile Higher FLSA11000008849FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590069201WSRP ID:0Large PWS Well: LEWIS GUGLIELMELLO PROPERTYWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 60Casing Length:130Well Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6226Fl Well ID: Super Act Program Well Data (Department of Health)Database: J50 North 1/2 - 1 Mile Higher FLSA11000026085FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: SLONE BROTHERS FURNITUREWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ABANDONEDStatus: 50Well Type:AAG6222Fl Well ID: Super Act Program Well Data (Department of Health)Database: I49 NNW 1/2 - 1 Mile Higher FLSA11000026081FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: THE SIGN KINGWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1469 TC6579630.2s Page A-29 Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:ERRORStatus: 40Well Type:590033301Fl Well ID: Super Act Program Well Data (Department of Health)Database: K55 East 1/2 - 1 Mile Lower FLSA11000064033FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590095301WSRP ID:0Large PWS Well: US PAWNWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: 0Casing Length:0Well Depth: BLACK STEECasing Material:ACTIVEStatus: 43Well Type:AAK3898Fl Well ID: Super Act Program Well Data (Department of Health)Database: J54 North 1/2 - 1 Mile Higher FLSA11000070807FL WELLS 2000PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: 753 BUSINESS CENTER #1Well Name:Not ReportedSanitary Seal: 3594201Permit #:Not ReportedCasing Diameter: Not ReportedCasing Length:0Well Depth: Not ReportedCasing Material:ACTIVEStatus: 41Well Type:AAC3122Fl Well ID: Super Act Program Well Data (Department of Health)Database: J53 North 1/2 - 1 Mile Higher FLSA11000000487FL WELLS 0PWS Design:Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: FIRE PLACE AND VERANDAHWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ABANDONEDStatus: 50Well Type:AAG6223Fl Well ID: Super Act Program Well Data (Department of Health)Database: I52 NNW 1/2 - 1 Mile Lower FLSA11000026082FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1470 TC6579630.2s Page A-30 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: KATHURIA DENTAL OFFICEWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 42Well Type:AAG6208Fl Well ID: Super Act Program Well Data (Department of Health)Database: L58 SSW 1/2 - 1 Mile Higher FLSA11000026067FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: CYCLE RIDERSWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAH9743Fl Well ID: Super Act Program Well Data (Department of Health)Database: J57 North 1/2 - 1 Mile Higher FLSA11000004288FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590033302WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Not ReportedCasing Material:ERRORStatus: 40Well Type:590033302Fl Well ID: Super Act Program Well Data (Department of Health)Database: K56 East 1/2 - 1 Mile Lower FLSA11000064034FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590033301WSRP ID:0Large PWS Well: Not ReportedWell Name:Not ReportedSanitary Seal: Not ReportedPermit #:0Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1471 TC6579630.2s Page A-31 CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 8Casing Diameter: 2150Project Acres: ClosedPermit Status: ApprovalRecommendation: 11-OCT-90Permit Expiration: 11-OCT-83Decision Made: 08-AUG-83Date Received: North Orlando Water & SewerPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: Initial SequencePermit Type: NORTH ORLANDO WATER & SEWERSite Name: 8498Site ID: NMonitoring: Production WellStation Type: 2Station Name: 1Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K61 East 1/2 - 1 Mile Lower FLSJ11000052394FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 8Casing Diameter: 3400Project Acres: ClosedPermit Status: ApprovalRecommendation: 09-MAY-95Permit Expiration: 09-MAY-88Decision Made: 04-DEC-85Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8499Site ID: NMonitoring: Production WellStation Type: 2Station Name: 2Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K60 East 1/2 - 1 Mile Lower FLSJ11000041285FL 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: GALVANIZEDCasing Material:ACTIVEStatus: 43Well Type:AAO2242Fl Well ID: Super Act Program Well Data (Department of Health)Database: L59 SW 1/2 - 1 Mile Higher FLSA11000105403FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1472 TC6579630.2s Page A-32 City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8500Site ID: NMonitoring: Production WellStation Type: 2Station Name: 3Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K64 East 1/2 - 1 Mile Lower FLSJ11000034172FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: UndeterminedCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 8Casing Diameter: 9Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-06Permit Expiration: 13-MAY-03Decision Made: 28-FEB-03Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: WTP No 1Site Name: 93278Site ID: NMonitoring: Production WellStation Type: 2Station Name: 5Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K63 East 1/2 - 1 Mile Lower FLSJ11000034389FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 8Casing Diameter: 7000Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-06Permit Expiration: 08-OCT-96Decision Made: 06-MAR-96Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 4012Site ID: NMonitoring: Production WellStation Type: 2Station Name: 4Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K62 East 1/2 - 1 Mile Lower FLSJ11000061749FL WELLS Public SupplyProject Use: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1473 TC6579630.2s Page A-33 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590086301WSRP ID:0Large PWS Well: TRAVIS BOATING CENTERWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6224Fl Well ID: Super Act Program Well Data (Department of Health)Database: N67 NNW 1/2 - 1 Mile Lower FLSA11000026083FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: LAMASTUSWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: PVCCasing Material:ACTIVEStatus: 43Well Type:AAJ1389Fl Well ID: Super Act Program Well Data (Department of Health)Database: M66 North 1/2 - 1 Mile Higher FLSA11000070806FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: 434 AUTO SALESWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: GALVANIZEDCasing Material:ACTIVEStatus: 43Well Type:AAK7891Fl Well ID: Super Act Program Well Data (Department of Health)Database: L65 SW 1/2 - 1 Mile Higher FLSA11000073928FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 8Casing Diameter: 3400Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-NOV-02Permit Expiration: 07-NOV-95Decision Made: 01-MAY-95Date Received: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1474 TC6579630.2s Page A-34 Not ReportedCasing Length:Not ReportedWell Depth: PVCCasing Material:ACTIVEStatus: 42Well Type:AAH9742Fl Well ID: Super Act Program Well Data (Department of Health)Database: N71 NNW 1/2 - 1 Mile Higher FLSA11000004287FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: MIRS AUTO WORKSWell Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAG6206Fl Well ID: Super Act Program Well Data (Department of Health)Database: L70 SSW 1/2 - 1 Mile Higher FLSA11000026065FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: FLORIDA TELEPHONE SERVICESWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 42Well Type:AAG6207Fl Well ID: Super Act Program Well Data (Department of Health)Database: 69 SSW 1/2 - 1 Mile Higher FLSA11000026066FL WELLS 0PWS Design:OWNERResident Type: POTABLEPotable Status:NO ACTION AT THIWSRP Action: 590056901WSRP ID:0Large PWS Well: KROHNEWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: 0Casing Length:0Well Depth: GALVANIZEDCasing Material:ACTIVEStatus: 43Well Type:AAK7890Fl Well ID: Super Act Program Well Data (Department of Health)Database: 68 SW 1/2 - 1 Mile Higher FLSA11000073927FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1475 TC6579630.2s Page A-35 CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 6Casing Diameter: 2150Project Acres: ClosedPermit Status: ApprovalRecommendation: 11-OCT-90Permit Expiration: 11-OCT-83Decision Made: 08-AUG-83Date Received: North Orlando Water & SewerPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: Initial SequencePermit Type: NORTH ORLANDO WATER & SEWERSite Name: 8498Site ID: NMonitoring: Production WellStation Type: 1Station Name: 1Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K74 East 1/2 - 1 Mile Lower FLSJ11000033857FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: WAKAS MOUNIRWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 43Well Type:AAH9741Fl Well ID: Super Act Program Well Data (Department of Health)Database: N73 North 1/2 - 1 Mile Higher FLSA11000004286FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590051601WSRP ID:0Large PWS Well: BIG B INC.Well Name:YesSanitary Seal: Not ReportedPermit #:4Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: Black SteeCasing Material:ACTIVEStatus: 42Well Type:AAD7455Fl Well ID: Super Act Program Well Data (Department of Health)Database: M72 North 1/2 - 1 Mile Higher FLSA11000014176FL WELLS 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: Not ReportedWSRP ID:0Large PWS Well: EUROPEAN SPORTS CAR SERVICEWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1476 TC6579630.2s Page A-36 City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8499Site ID: NMonitoring: Production WellStation Type: 1Station Name: 2Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K77 East 1/2 - 1 Mile Lower FLSJ11000053168FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: UndeterminedCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 6Casing Diameter: 9Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-06Permit Expiration: 13-MAY-03Decision Made: 28-FEB-03Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: WTP No 1Site Name: 93278Site ID: NMonitoring: Production WellStation Type: 1Station Name: 5Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K76 East 1/2 - 1 Mile Lower FLSJ11000036928FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 6Casing Diameter: 3400Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-NOV-02Permit Expiration: 07-NOV-95Decision Made: 01-MAY-95Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8500Site ID: NMonitoring: Production WellStation Type: 1Station Name: 3Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K75 East 1/2 - 1 Mile Lower FLSJ11000032339FL WELLS Public SupplyProject Use: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1477 TC6579630.2s Page A-37 CAR MECHSWell Name:YesSanitary Seal: Not ReportedPermit #:2Casing Diameter: Not ReportedCasing Length:Not ReportedWell Depth: GalvanizedCasing Material:ACTIVEStatus: 42Well Type:AAD7454Fl Well ID: Super Act Program Well Data (Department of Health)Database: N80 NNW 1/2 - 1 Mile Higher FLSA11000014175FL 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: GALVANIZEDCasing Material:ACTIVEStatus: 43Well Type:AAK7888Fl Well ID: Super Act Program Well Data (Department of Health)Database: L79 SW 1/2 - 1 Mile Higher FLSA11000073925FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 6Casing Diameter: 7000Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-06Permit Expiration: 08-OCT-96Decision Made: 06-MAR-96Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statute Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 4012Site ID: NMonitoring: Production WellStation Type: 1Station Name: 4Permit Seq #: 8238Official Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K78 East 1/2 - 1 Mile Lower FLSJ11000051671FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (GPM): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth: 0Casing Depth: 6Casing Diameter: 3400Project Acres: ClosedPermit Status: ApprovalRecommendation: 09-MAY-95Permit Expiration: 09-MAY-88Decision Made: 04-DEC-85Date Received: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1478 TC6579630.2s Page A-38 0PWS Design:Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590093201WSRP ID:0Large PWS Well: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 1479 TC6579630.2s Page A-39 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 ® 1480 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. TC6579630.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1481 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 TC6579630.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1482 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. TC6579630.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1483 Prepared by: GAI Consultants, Inc. Orlando Office 618 East South Street, Suite 700 Orlando, Florida 32801 Prepared for: MTH Development, LLC 160 North Spring Lake Drive Altamonte Springs, Florida 32714 Threatened and Endangered Species Assessment Report Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East City of Winter Springs and City of Longwood Seminole County, Florida GAI Project Number: R220554.00 May 2022 1484 Threatened and Endangered Species Assessment Report Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East City of Winter Springs and City of Longwood Seminole County, Florida GAI Project Number: R220554.00 May 2022 Prepared for: MTH Development, LLC 160 North Spring Lake Drive Altamonte Springs, Florida 32714 Prepared by: GAI Consultants, Inc. Orlando Office 618 East South Street, Suite 700 Orlando, Florida 32801 Report Authors: J. Gordon Spears, GTA Ecologist / GIS Specialist Don J. Silverberg, M.S., Sr. PWS, GTA Environmental Manager, Environmental Services 1485 R220554.00 / May 2022 Table of Contents 1.0 Introduction ...................................................................................................................................... 1 2.0 Methodology .................................................................................................................................... 1 3.0 Existing Site Conditions ................................................................................................................... 1 3.1 Location ................................................................................................................................ 1 3.2 Topography and Drainage ................................................................................................... 1 3.3 Soils ..................................................................................................................................... 2 3.4 Land Cover and Vegetation ................................................................................................. 2 4.0 Threatened and Endangered Species ............................................................................................. 3 5.0 Summary ......................................................................................................................................... 5 Table 1 Classification of On-Site Soils Figure 1 Vicinity Map Figure 2 USGS Topographic Survey Map Figure 3 Soils Map Figure 4 Existing Land Cover Map Figure 5 Gopher Tortoise Burrow Location Map Appendix A Information Sources Appendix B Wildlife Agency Correspondence © 2022 GAI CONSULTANTS 1486 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida Page 1 R220554.00 / May 2022 1.0 Introduction MTH Development, LLC. intends to construct an independent living facility (ILF) on an approximately 8.36 acre parcel which lies partly within the City of Winter Springs, and partly within the City of Longwood in Seminole County, Florida. GAI Consultants, Inc. (GAI), has been retained by MTH Development, LLC. to assess the Winter Springs ILF (Project) site for the presence or likely presence of threatened or endangered species. The Project site was investigated during a field inspection as well as through a review of published data containing information about the Project site's topography, soils, vegetation, and wildlife. The purpose of our research was to document the Project site's potential to support listed plants and animals, and the potential constraints on planned future development of the Project site resulting from their presence. No subsurface soil, water quality, archaeological, or hazardous materials investigations were conducted by GAI. Wetlands and surface waters occurring on the site were not flagged, surveyed, or quantified. This report documents the findings of this investigation and the potential ecological permitting requirements and management obligations relat ed to listed species documented to occur within or adjacent to the Project site. These findings reflect conditions at the time of the investigation and do not preclude the possibility that site conditions may change. The opinions expressed are those of the writer and should not be viewed as binding on any governmental agency. 2.0 Methodology The Project site was investigated through review of published information (Appendix A). Further, GAI staff conducted a review of database of species occurrence records and the bald eagle nest location database (Appendix B). A site inspection was conducted on 23 May 2022, by ecologists familiar with the natural communities of Florida to determine the vegetative communities present within the Project site, and to determine the presence of, or potential for use by , listed plant or animal species. The field inspection also allowed the ecologists to confirm or amend the information collected from database searches and the review of published information. Vegetative community types and general observations were recorded via field data sheets and photographs taken of the Project site. A list of plant species encountered was recorded for the Project site. This list reflects representative species observed within the Project site and is not necessarily a complete floristic inventory. The Project site was reviewed for the presence of listed animals through actual observation, signs of scat, prints, or other indications of their presence or utilization of the site. Statements regarding listed species are based on limited field observations and existing data records, and do not preclude the possibility that listed species may occasionally forage on-site or may move into the Project site in the future, or that protected plants may be discovered on-site when blooming structures are apparent. 3.0 Existing Site Conditions 3.1 Location The Project site covers approximately 8.36 acres in Section 33, Township 20 South, Range 30 East in Seminole County, Florida (Figure 1). The eastern, and largest, part of the site lies within the limits of the City of Winter Springs; the western part of the Project site lies within the City of Longwood. The Project site is bordered by SR 434 to the south, by apartment complexes to the north and east, and by a single-family home to the northwest. Lake Talmo, a small natural lake, lies partially within the northern part of the Project site. 3.2 Topography and Drainage The Project site slopes gradually down to Lake Talmo. The U.S. Geological Survey (USGS) topographic map (Casselberry, Florida Quadrangle) depicts the elevation of the Project site to range from 70± feet National Geodetic Vertical Datum (NGVD) along SR 434 to 53± feet at Lake Talmo 1487 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida Page 2 R220554.00 / May 2022 (Figure 2). The site lies within the Lake Jesup drainage basin within the St. John’s River Water Management District (SJRWMD). Drainage appears to percolate into the sandy soils ultimately flowing into Lake Talmo. 3.3 Soils Soil mapping often provides an indication of the historic and current conditions of a site, the potential for presence of sensitive plant communities (e.g., wetlands, scrub, etc.), and the potential for presence of listed plants and animal species that are typically limited to specific plant communities. The U.S. Department of Agriculture, Natural Resources Conservation Service (NRCS), in the Soils Survey of Seminole County, Florida (19), identified two soil types in the Project site. The soil types are listed below in Table 1 and are depicted on Figure 3. The majority of Soils within the Project site are mapped as Tavares-Millhopper fine sand, 0 to 5 percent slopes. Smaller areas of Myakka & Eaugallie fine sand occupy portions of the Project site along the shore of Lake Talmo. Lake Talmo is mapped as Water (99). The current status of these soils may differ from the NRCS description due to the effects of alteration or off-site drainage modifications. Table 1 Classification of On-Site Soils Soil Map Unit1 Drainage Class Significant Hydric Inclusions2 Myakka & Eaugallie fine sands (20) Excessively drained No Tavares-Millhopper fine sand, 0-5% slopes (31) Moderately well drained No 1 Soil Survey of Seminole County, NRCS (1990) 2 Hydric Soils of Florida Handbook, Florida Association of Environmental Soil Scientists 3.4 Land Cover and Vegetation The land use and vegetative communities occurring on the Parcel site were identified based on published GIS data and the site inspection, and classified using the Florida Land Use, Cover and Forms Classification System (FLUCCS), 1999 (Figure 4). Upland portions of the Project site may be classified as Temperate Hardwood (FLUCCS 425). The forest canopy in these areas is dominated by Virginia live oak (Quercus virginiana) with laurel oak (Q. laurifolia) and longleaf pine (Pinus palustris) also present in significant numbers. Subcanopy vegetation within this portion of the Project site is a mix of native and exotic vegetation typical of disturbed sites, and includes saw palmetto (Serenoa repens), beautyberry (Callicarpa americana), caesarweed (Urena lobata), St. Augustinegrass (Stenotaphrum secundatum), cogongrass (Imperata cylindrica), bahiagrass (Paspalum notatum), dogfennel (Eupatorium capillifolium), blackberry (Rubus sp.), ragweed (Ambrosia artemisiifolia), passionflower (Passiflora incarnata), and grapevine (Vitis sp.). Portions of this area appear to have been impacted by clearing, dumping, and colonization by nuisance exotic plant species. Wetlands along the edge of Lake Talmo are classified as Willow & Elderberry wetlands (FLUCCS 618) and consist mostly of Carolina willow (Salix caroliniana), buttonbush (Cephalanthus occidentalis), elderberry (Sambucus nigra), and red maple (Acer rubrum). Lake Talmo is classified as a naturally occurring lake (FLUCCS 520). Fountaintree Drive, the access road to the Park Laurel Oaks apartments adjacent to the Project site to the north, traverses the eastern end of the site. Because this access road is solely to serve the apartments, this area is classified as High-Density Residential (FLUCCS 130). 1488 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida Page 3 R220554.00 / May 2022 4.0 Threatened and Endangered Species The United States (U.S.) Fish and Wildlife Service (USFWS) and the Florida Fish and Wildlife Conservation Commission (FWC) list wildlife species that are considered “endangered” or “threatened.” The FWC uses an additional category - “species of special concern” (SSC) - for several animals that may ultimately be listed as endangered or threatened. This classification provides the SSC-listed animal with a level of protection that varies from species to species. The USFWS and the Florida Department of Agriculture and Consumer Services (FDACS) also compile lists of protected plant species. The USFWS classifies protected plants as either endangered or threatened, while the FDACS’s plant list is categorized into endangered, threatened, and “commercially exploited” species. Prior to the field inspection, various online data sources were accessed in order to collect information concerning the possible presence of state and/or federally listed threatened or endangered species within the Project site. These sites included: the USFWS’s website for federally listed species found within Seminole County, the USFWS’s Information for Planning and Consultation (IPaC) system, the FWC’s website to identify state listed species known to occur within Seminole County, the Audubon Society’s Audubon Florida Eaglewatch Nest Application; and, the Florida Natural Areas Inventory (FNAI) database and Biodiversity Matrix for known occurrences of listed species or critical habitat. In addition, GIS data layers providing species occurrence records were obtained from the FWC and the FNAI and used in our determination of whether protected species may occur within the vicinity of the Project site. Our field inspection consisted of a series of meandering pedestrian transects throughout the Project site to evaluate existing land use and ascertain the likelihood that it may support protected species through the observation of individuals, tracks, burrows, scat, or other indications of listed plants and/or animals. Numerous protected animal and plants are known to occur in Seminole County. Based on review of published data sources it was determined that there is concern for the potential presence of the bald eagle (Haliaeetus leucocephalus), Audubon’s crested caracara (Polyborus plancus audubonii), eastern black rail (Laterallus jamaicensis jamaicensis), everglades snail kite (Rostrhamus sociabilis plumbeus), wood stork (Mycteria americana), gopher tortoise (Gopherus polyphemus), eastern indigo snake (Drymarchon corais couperi), and pygmy fringe-tree (Chionanthus pygmaeus). Although suitable habitat is not present on the Project site for some of the species listed in the IPaC data, each threatened or endangered animal species listed in the IPaC data is discussed in this report. These findings do not preclude the possibility that these or other protected animals may occasionally forage in the area or may migrate into the area in the future. Habitat requirements and the probability of occurrence for these species are provided below. Bald Eagle GAI conducted a bald eagle nest search following the procedures of the FWC’s Historic Eagle Nest Locator Database (2018) and the Audubon Society’s Audubon Florida Eaglewatch Nest Application (2021). The bald eagle has been removed from the FWC’s list of threatened & endangered species and is no longer listed under the federal Endangered Species Act. However, it should be noted that protection of the bald eagle continues under the federal Bald and Golden Eagle Protection Act, the Migratory Bird Treaty Act, and by the revised management plans issued by the FWC and the USFWS. The FWC database search revealed that the project site does not occur within or near the designated protection zone of any eagle nests. The closest nest (designated S E058) is located approximately 1.5 miles to the southeast of the project site. Unless a new nest is identified within 660 feet of the site, no coordination with the FWC is necessary. 1489 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida Page 4 R220554.00 / May 2022 Audubon’s Crested Caracara Audubon’s crested caracara is listed as federally threatened. It is a raptor which inhabits a variety of open herbaceous habitats. The Project site lies at the northern edge of the specie’s historic range, and the species is rarely seen in the Orlando metropolitan area in recent years. There is little open herbaceous habitat available for this species on the Project site, thus the species is highly unlikely to occur. Eastern Black Rail The eastern black rail is listed as federally threatened. It is a small secretive bird that inhabits marshes and wetlands in eastern north America. Limited suitable habitat is available for this species along the margins of Lake Talmo. The species is unlikely to occur, and if no impacts to the wetlands along the edge of Lake Talmo are proposed, the species is unlikely to pose any constraints to development of uplands on the Project site. Everglades Snail Kite Everglades snail kite is listed as federally endangered. It is a medium sized hawk that preys almost exclusively on apple snails. Limited foraging habitat for this species is potentially available within the wetland edge of Lake Talmo. However, the habitat available appears to be sub-optimal, and the species was not observed on the Project site. If no impacts to the wetlands along the edge of Lake Talmo are proposed, the species is unlikely to pose any constraints to development of uplands on the Project site. Wood Stork Wood stork is listed as federally threatened. They are large wading birds which nest in wetlands, forage in a variety of wetland habitats, and are a common sight in parts of Florida. Foraging habitat within 16 miles of known rookeries is considered to be potentially important for the species. The nearest recorded wood stork rookery is approximately 10.7 miles to the south-southeast in Orange County. Thus, although foraging habitat suitable for this species may occur on the Project site, the distance to recorded rookeries makes wetlands on the Project site less critical for continued survival of the species. Gopher Tortoise The gopher tortoise is listed as threatened by the FWC. The gopher tortoise requires well-drained and loose sandy soils for burrowing, and low-growing herbs and grasses for food. These habitat conditions are best provided in the sandhill (longleaf pine-xeric oak) community, although tortoises are known to use many other habitats, including sand pine scrub, xeric oak hammocks, dry prairies, pine flatwoods, and ruderal sites, including pastures. Two (2) potentially occupied gopher tortoise burrows were observed during the field investigation. A gopher tortoise was observed to inhabit one of these two burrows. Based on this number of potentially occupied burrows and the typical percentage of burrows actually occupied by tortoises, we estimate that a population of 2 tortoises inhabits the Project site. Tortoise burrows were located in eastern parts of the Project site in areas without tree cover (Figure 5). For future Project site development, a management plan would need to be produced in coordination with the FWC. As a part of that process, a 100% survey of the suitable habitat areas would be conducted, and any tortoises that are within 25 feet of any proposed construction areas relocated prior to the initiation of any site development activities. The most likely permit to be required for this site is a "10 or Fewer Borrows" permit which allows tortoise burrows to be excavated and the tortoises to be relocated to an off-site long-term FWC-approved recipient site. In recent years, FWC approved relocation sites have become scares as the existing sites have been filled to near their capacity. The quantitative survey necessary to begin the application process is typically conducted 120 to 140 days (weather-permitting) prior to the anticipated commencement of construction to allow adequate time for application preparation, review of the application by the FWC, and the capture and relocation of the tortoises. 1490 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida Page 5 R220554.00 / May 2022 Eastern Indigo Snake Gopher tortoise burrows harbor and protect several commensal species, including the eastern indigo snake, which is listed by both the USFWS and the FWC as threatened. This species was not observed during the field investigation. The FWC recognizes the limitations of current survey methodologies t o locate this species and generally manages for this species under the regulatory umbrella of the gopher tortoise. If eastern indigo snakes are observed within or adjacent to the project site, a management plan can be prepared consisting of educational pam phlets for the construction crew instructing them not to kill the snakes, and to allow them to pass through the work area unmolested. Pigmy Fringe-tree Pygmy fringe-tree is listed as federally endangered. It is a large shrub that occurs primarily in scrub and other xeric habitats, primarily on the Lake Wales ridge. It is a fire-dependent species and has twice been vouchered in Seminole County (1996 and 1997). Because the Project site has been fire suppressed for many decades, and the site is far from the pygmy fringe-tree’s core habitat on the Lake Wales ridge, it is very unlikely to occur, and this species was not observed during inspection of the Project site. Other Listed Plants Most listed plants documented to occur in Seminole County are either associated with wetlands or scrub habitat. Although some soils on the Project site are those which sometimes underlay scrub habitats, the site has long been altered and fire suppressed. No plants listed by the FDAC or the USFWS were observed during the field investigation. These conclusions are based on field observations and existing data records. Please note that the incidental destruction of State-listed rare or commercially exploited plants, as may be caused by clearing asso ciated with construction or agriculture, are neither regulated nor prohibited by the FDACS. No further coordination with the FDACS or the USFWS is currently required as it relates to listed plants. 5.0 Summary This protected species assessment was conducted to document the potential use of the Project site by, or potential presence within the Project site of, protected species and the potential constraints and management obligations posed by their presence. The Project site is adjacent to and surrounded by existing development and has been altered from the original vegetative communities that most likely occurred on the Project site. The Project site was observed to contain potentially occupied gopher tortoise burrows, which will require management of the affected tortoises under state regulations. The Project site also has a potential for the presence of eastern indigo snake. This species is typically addressed under the umbrella of gopher tortoise management plans, although a site-specific educational program and work plan for eastern indigo snake may be required during site construction and operational activities. No other protected species were observed nor are they likely to occur on the Project site. No plants listed by the USFWS or the FDACS were observed within the Project site. The state of Florida does not prohibit the loss of these species caused by clearing activities associated with agriculture or site development. No coordination with the USFWS or the FDACS is required regarding listed plant species. This assessment should be updated if greater than one year passes prior to project site development activities. 1491 Threatened and Endangered Species Assessment MTH Development, LLC, Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida R220554.00 / May 2022 FIGURES 1492 1 0 1 2 3 4 5Miles 1 " = 3 milesScale:[Project Vicinity Drawn by: JGSDate: 2022.05.24R220554.00-F1.MXD Not to Scale Pr ojectVicinity ProjectSite Winter SpringsIndependentLiving Facility +/-8.36 acres inSec 33, Township 20 S, Range 30 ECity of Winter Springs & City of LongwoodSeminole County, Florida 1493 2 0 1,000 2,000 3,000 4,000 5,000Feet 1 : 24,000Scale:[USGS 7.5" series Topographic Map ProjectSite Drawn by: JGSDate: 2022.05.24R220554.00-F2.MXD Winter SpringsIndependentLiving Facility +/-8.36 acres inSec 33, Township 20 S, Range 30 ECity of Winter Springs & City of LongwoodSeminole County, Florida 1494 3 31 7 20 99 3 34 10 16 20 99 0 100 200 300 400 500Feet 1 : 1,800Scale:[Soils Map Legend Project Boundary NRCS Soils 20 31 Drawn by: JGSDate: 2022.05.24R220554.00-F3.MXD Winter SpringsIndependentLiving Facility +/-8.36 acres inSec 33, Township 20 S, Range 30 ECity of Winter Springs & City of LongwoodSeminole County, Florida ProjectSite Notes: Soil delineation and classification from USDANRCS Soil Survey of Seminole County, FL. Soil C lassification 203199 Myakka & Eaugallie fine sandsTavares-Millhopper fine sand, 0-5% slopesOpen Water 1495 4 130 425 120 140130 520 814 120 618 140 641 0 100 200 300 400 500Feet 1 : 1,800Scale:[Existing Land CoverMap Legend Project Boundary Ex isting Land Cov er ProjectSite 130 Drawn by: JGSDate: 2022.05.25R220554.00-F4.MXD Winter SpringsIndependentLiving Facility +/-8.36 acres inSec 33, Township 20 S, Range 30 ECity of Winter Springs & City of LongwoodSeminole County, Florida Notes: Land cover delineation and classificationoutside of Project boundary provided by St. Johns River Water Management D istrict. Land Coverl Classification 120130425520618814 Medium Desnity ResidentialHigh D ensity ResidentialTemperate HardwoodsLakesWillow & ElderberryRoads & Highways 1496 5 !(!(2 1 0 100 200 300 400 500Feet 1 : 1,800Scale:[Gopher TortoiseBurrow Map Legend Project Boundary Gophe r Tortoise Burrow s !(Potentially Occupied Drawn by: JGSDate: 2022.05.24R220554.00-F5.MXD Winter SpringsIndependentLiving Facility +/-8.36 acres inSec 33, Township 20 S, Range 30 ECity of Winter Springs & City of LongwoodSeminole County, Florida ProjectSite 2 Notes: Based on a initial inspection of the projectsite, and not a gopher tortoise surveyconducted in accordance with FWCprescribed methodology. All burrow s show nwere determined to be potentially occupied. 1497 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida R220554.00 / May 2022 APPENDIX A Information Sources 1498 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida R220554.00 / May 2022 Information sources used for the Winter Springs Independent Living Facility Project included: Aerial photography provided in GIS format by ESRI and Microsoft Bing Maps. Audubon Florida Eaglewatch Public Nest App. ArcGIS Web Application 2022. Florida Association of Professional Soil Classifiers. Hydric Soils of Florida Handbook, 1 ed. 1990. Florida Department of Agriculture and Consumer Services, Division of Plant Industry. 2010. "Notes of Florida’s Endangered and Threatened Plants." Florida Department of Transportation, January 1999, Florida Land Use, Cover and Forms Classification System. Florida Fish and Wildlife Conservation Commission. Florida’s Endangered and Threatened Species. Updated June 2021. Florida Fish and Wildlife Conservation Commission, Gopher Tortoise Permitting Guidelines, July 2012, revised July 2020. Florida Natural Areas Inventory, Species and Communities database. Soil Survey of Seminole County. 1990. Natural Resources Conservation Service. United States Fish and Wildlife Service, Seminole County Federally-Listed Species. February 2018. United States Fish and Wildlife Service - Information for Planning and Consultation (IPaC) system. 2022. United States Geological Survey Topographic Survey Map: Casselberry, Florida; provided in GIS format by ESRI. 1499 Threatened and Endangered Species Assessment MTH Development, LLC., Winter Springs Independent Living Facility 8.36± Acres in Section 33, Township 20 South, Range 30 East, Seminole County, Florida R220554.00 / May 2022 APPENDIX B Wildlife Agency Correspondence 1500 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 1/9 IPaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly a ected by activities in the project area. However, determining the likelihood and extent of e ects a project may have on trust resources typically requires gathering additional site-speci c (e.g., vegetation/species surveys) and project-speci c (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS o ce(s) with jurisdiction in the de ned project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Seminole County, Florida Local o ce Florida Ecological Services Field O ce U.S. Fish & Wildlife ServiceIPaC 1501 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 2/9 Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of in uence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly a ected by activities in that area (e.g., placing a dam upstream of a sh population even if that sh does not occur at the dam site, may indirectly impact the species by reducing or eliminating water ow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential e ects to species, additional site-speci c and project-speci c information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local o ce and a species list which ful lls this requirement can only be obtained by requesting an o cial species list from either the Regulatory Review section in IPaC (see directions below) or from the local eld o ce directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an o cial species list by doing the following: 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed species and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the sheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries ). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an o ce of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially a ected by activities in this location: Birds 1 2 NAME STATUS Audubon's Crested Caracara Polyborus plancus audubonii No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/8250 Threatened Eastern Black Rail Laterallus jamaicensis ssp. jamaicensis Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/10477 Threatened Everglade Snail Kite Rostrhamus sociabilis plumbeus Wherever found There is nal critical habitat for this species.The location of the critical habitat is not available. https://ecos.fws.gov/ecp/species/7713 Endangered 1502 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 3/9 Reptiles Insects Flowering Plants Critical habitats Potential e ects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. THERE ARE NO CRITICAL HABITATS AT THIS LOCATION. Migratory birds Wood Stork Mycteria americana No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/8477 Threatened NAME STATUS Eastern Indigo Snake Drymarchon couperi Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/646 Threatened Gopher Tortoise Gopherus polyphemus No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/6994 Candidate NAME STATUS Monarch Butter y Danaus plexippus Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9743 Candidate NAME STATUS Pygmy Fringe-tree Chionanthus pygmaeus No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/1084 Endangered Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act . Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing- incidental-take-migratory-birds Nationwide conservation measures for birds https://www.fws.gov/sites/default/ les/documents/nationwide-standard- conservation-measures.pdf 1 2 1503 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 4/9 The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may nd in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur o the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON (IF A BREEDING SEASON IS INDICATED FOR A BIRD ON YOUR LIST, THE BIRD MAY BREED IN YOUR PROJECT AREA SOMETIME WITHIN THE TIMEFRAME SPECIFIED, WHICH IS A VERY LIBERAL ESTIMATE OF THE DATES INSIDE WHICH THE BIRD BREEDS ACROSS ITS ENTIRE RANGE. "BREEDS ELSEWHERE" INDICATES THAT THE BIRD DOES NOT LIKELY BREED IN YOUR PROJECT AREA.) American Kestrel Falco sparverius paulus This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/9587 Breeds Apr 1 to Aug 31 Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in o shore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1626 Breeds Sep 1 to Jul 31 Black Skimmer Rynchops niger This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/5234 Breeds May 20 to Sep 15 Great Blue Heron Ardea herodias occidentalis This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA Breeds Jan 1 to Dec 31 King Rail Rallus elegans This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/8936 Breeds May 1 to Sep 5 Lesser Yellowlegs Tringa avipes This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9679 Breeds elsewhere Magni cent Frigatebird Fregata magni cens This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA Breeds Oct 1 to Apr 30 1504 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 5/9 no data survey e ort breeding season probability of presence Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence () Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey e ort (see below) can be used to establish a level of con dence in the presence score. One can have higher con dence in the presence score if the corresponding survey e ort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season () Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey E ort () Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey e ort range, simply hover your mouse cursor over the bar. No Data () A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas o the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Prairie Warbler Dendroica discolor This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 1 to Jul 31 Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 10 to Sep 10 Swallow-tailed Kite Elanoides for catus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/8938 Breeds Mar 10 to Jun 30 1505 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 6/9 American Kestrel BCC - BCR (This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA) Bald Eagle Non-BCC Vulnerable (This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in o shore areas from certain types of development or activities.) Black Skimmer BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Great Blue Heron BCC - BCR (This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA) King Rail BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Lesser Yellowlegs BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Magni cent Frigatebird BCC - BCR (This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA) Prairie Warbler BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) 1506 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 7/9 Red-headed Woodpecker BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Swallow-tailed Kite BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the migratory birds potentially occurring in my speci ed location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC)and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and ltered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identi ed as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to o shore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my speci ed location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe speci ed. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Paci c Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non-eagles) potential susceptibilities in o shore areas from certain types of development or activities (e.g. o shore energy development or longline shing). Although it is important to try to avoid and minimize impacts to all birds, e orts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. 1507 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 8/9 Details about birds that are potentially a ected by o shore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area o the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also o ers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results les underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my speci ed location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey e ort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey e ort is the key component. If the survey e ort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey e ort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to con rm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be con rmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. Coastal Barrier Resources System Projects within the John H. Chafee Coastal Barrier Resources System (CBRS) may be subject to the restrictions on federal expenditures and nancial assistance and the consultation requirements of the Coastal Barrier Resources Act (CBRA) (16 U.S.C. 3501 et seq.). For more information, please contact the local Ecological Services Field O ce or visit the CBRA Consultations website. The CBRA website provides tools such as a ow chart to help determine whether consultation is required and a template to facilitate the consultation process. THERE ARE NO KNOWN COASTAL BARRIERS AT THIS LOCATION. Data limitations The CBRS boundaries used in IPaC are representations of the controlling boundaries, which are depicted on the o cial CBRS maps. The boundaries depicted in this layer are not to be considered authoritative for in/out determinations close to a CBRS boundary (i.e., within the "CBRS Bu er Zone" that appears as a hatched area on either side of the boundary). For projects that are very close to a CBRS boundary but do not clearly intersect a unit, you may contact the Service for an o cial determination by following the instructions here: https://www.fws.gov/service/coastal- barrier-resources-system-property-documentation Data exclusions CBRS units extend seaward out to either the 20- or 30-foot bathymetric contour (depending on the location of the unit). The true seaward extent of the units is not shown in the CBRS data, therefore projects in the o shore areas of units (e.g., dredging, breakwaters, o shore wind energy or oil and gas projects) may be subject to CBRA even if they do not intersect the CBRS data. For additional information, please contact CBRA@fws.gov. Facilities National Wildlife Refuge lands 1508 5/20/22, 1:21 PM IPaC: Explore Location resources https://ipac.ecosphere.fws.gov/location/3JIUYOB6UNEBXKIQYXRYMMR7KQ/resources 9/9 Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS AT THIS LOCATION. Fish hatcheries THERE ARE NO FISH HATCHERIES AT THIS LOCATION. Wetlands in the National Wetlands Inventory Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. This location overlaps the following wetlands: Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identi ed based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may result in revision of the wetland boundaries or classi cation established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth veri cation work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or eld work. There may be occasional di erences in polygon boundaries or classi cations between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuber cid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may de ne and describe wetlands in a di erent manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to de ne the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modi cations within or adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning speci ed agency regulatory programs and proprietary jurisdictions that may a ect such activities. FRESHWATER POND Palustrine A full description for each wetland code can be found at the National Wetlands Inventory website 1509 REPORT COVER PAGE Geotechnical Engineering Report __________________________________________________________________________ Living Life Development Winter Springs Winter Springs, Seminole County, Florida January 12, 2021 Terracon Project No. H1205325 Prepared for: Living Life Developers, LLC Celebration, Florida Prepared by: Terracon Consultants, Inc. Winter Park, Florida 1510 Terracon Consultants, Inc. 1675 Lee Road Winter Pa rk, Florida 32789 P (407) 740 6110 F (407) 740 6112 terracon .com REPORT COVER LETTER TO SIGN January 12, 2021 Living Life Developers, LLC 523 Longmeadow Street Celebration, Florida 34747 Attn: Ms. Florence Khoo, Managing Director P: (914) 882-8327 E: fkhoo@legendaryinc.com Re: Geotechnical Engineering Report Living Life Development Winter Springs 1201 W. SR 434 Winter Springs, Seminole County, Florida Terracon Project No. H1205325 Dear Ms. Khoo: We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. PH1205325 dated October 12, 2020. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations and floor slabs and pavement grading for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Certificate of Authorization No. 8330 Shenna McMaster, P.E. Jay W. Casper, P.E. Senior Geotechnical Engineer Senior Principal Florida PE #57537 This item has been digitally signed and sealed by Shenna McMaster, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 1511 Responsive ■ Resourceful ■ Reliable 1 REPORT TOPICS REPORT SUMMARY ....................................................................................................... I INTRODUCTION ............................................................................................................. 1 SITE CONDITIONS ......................................................................................................... 1 PROJECT DESCRIPTION .............................................................................................. 3 GEOTECHNICAL CHARACTERIZATION ...................................................................... 3 GEOTECHNICAL OVERVIEW ....................................................................................... 5 EARTHWORK ................................................................................................................ 5 SHALLOW FOUNDATIONS ........................................................................................... 9 FLOOR SLABS ............................................................................................................ 10 PAVEMENTS ................................................................................................................ 12 GENERAL COMMENTS ............................................................................................... 16 Note: This report was originally delivered in a web-based format. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION Note: Refer to each individual Attachment for a listing of contents. 1512 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable i REPORT SUMMARY Topic 1 Overview Statement 2 Project Description The project involves construction of two to three story residential buildings. Surface paved parking areas and driveways are also planned. Geotechnical Characterization Alternating layers of sand, sand with silt, and silty sand with occasional lenses of clayey sand Groundwater encountered at depths of 6 to more than 10 feet below existing grade Earthwork Normal site preparation. No more than 3 to 4 feet of cut and fill are anticipated at building locations. Shallow Foundations Shallow foundations will be sufficient Allowable bearing pressure = 2,500 psf Expected settlements: < 1-inch total, < 3/4-inch differential Site preparation as noted in Earthwork. Pavements With subgrade prepared as noted in Earthwork. ■ Pavement grades should be set to provide a minimum separation of 24 inches between the bottom of the base course and the seasonal high groundwater level. ■ Concrete pavements should be supported on a minimum of 18 inches of free draining sand to minimize unstable pumping conditions. General Comments This section contains important information about the limitations of this geotechnical engineering report. 1. If the reader is reviewing this report as a pdf, the topics above can be used to access the appropriate section of the report by simply clicking on the topic itself. 2. This summary is for convenience only. It should be used in conjunction with the entire report for design purposes. 1513 Responsive ■ Resourceful ■ Reliable 1 INTRODUCTION Geotechnical Engineering Report Living Life Development Winter Springs 1201 W. SR 434 Winter Springs, Seminole County, Florida Terracon Project No. H1205325 January 12, 2021 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed residential building to be located at 1201 W. SR 434 in Winter Springs, Seminole County, Florida. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: ■ Subsurface soil conditions ■ Groundwater conditions ■ Site preparation and earthwork ■ Foundation design and construction ■ Floor slab design and construction ■ Pavement grading and subgrade preparation The geotechnical engineering Scope of Services for this project included the advancement of five test borings to depths ranging from approximately 10 to 30 feet below existing site grades. During previous exploration of the site, Nodarse & Associates, Inc. (now Terracon) performed borings nineteen borings to depths ranging from 10 to 40 feet below existing grade. Maps showing the site and boring locations are shown in the Site Location and Exploration Plan sections, respectively. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included on the boring logs in the Exploration Results section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. 1514 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 2 Item Description Parcel Information The project is located at 1201 W. SR 434 in Winter Springs, Seminole County, Florida. Latitude/Longitude (approximate) : 28.698445° N; 81.322994° W (See Site Location) Current Ground Cover Undeveloped; Moderate to heavy tree cover Existing Topography (from USGS Quad) The USGS topographic quadrangle map “Casselberry, Florida” depicts ground surface elevations at the site ranging from about +55 to +70 feet, generally sloping to the north towards Lake Talmo. Surface Water The USGS topographic quadrangle maps “Casselberry, Florida” depicts a recorded water level near +53 feet at Lake Talmo Soil Survey The Soil Survey of Seminole County, Florida as prepared by the United States Department of Agriculture (USDA), Soil Conservation Service (SCS; later renamed the Natural Resource Conservation Service - NRCS), identifies the predevelopment soil types at the subject site as: 20 – Myakka and EauGallie fine sands. This soil type is nearly level and poorly drained. It is typically found in broad plains on the flatwoods areas. During years of normal precipitation, this soil type has a seasonal high water table within 12 inches (1.0 foot) of the surface for 1 to 4 months. Myakka soils are generally predominantly sandy throughout the defined profile of 80 inches (6.7 feet). EauGallie soils are generally predominantly sandy except for between depths of 41 to 60 inches (3.4 to 5.0 feet), where they exist as silty sand to clayey sand (USCS Classification symbol SM to SC). 31 – Tavares-Millhopper fine sands, 0 to 5 percent slopes. This soil type is nearly level to gently sloping and moderately well drained. It is typically found on low ridges and knolls on the uplands. In its natural state and during years of normal rainfall, the soils in this map unit have a seasonal high water table at a depth of between 36 and 60 inches (3.0 and 5.0 feet) for 2 to 6 months. The seasonal high water table is apparent in Tavares soil but perched in Millhopper soil. Tavares fine sand is predominantly sandy throughout the defined profile of 80 inches (6.7 feet). Millhopper fine sand is predominantly sandy to a typical depth of 45 inches (3.8 feet), transitioning to silty sand to clayey sand thereafter (USCS Classification symbol SM to SC). A predevelopment Soils Map is included with this GeoReport, depicting the applicable Soil Survey map portion for the subject site. 1515 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 3 PROJECT DESCRIPTION Our understanding of the project conditions is as follows. Assumed parameters are highlighted in yellow: Item Description Information Provided A preliminary site plan was provided by you. Project Description The project involves construction of two to three story residential buildings. Surface paved parking areas and driveways are also planned. Maximum Loads (assumed) ■ Columns: 300 kips ■ Walls: 5 kips per linear foot (klf) Finished grades No more than 3 to4 feet of cut or fill at building locations. Use of retaining walls is not anticipated. Pavements Use of conventional asphalt or Portland cement concrete pavements are anticipated. Maximum Loads (assumed) ■ Columns: 300 kips ■ Walls: 5 kips per linear foot (klf) GEOTECHNICAL CHARACTERIZATION We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. Conditions encountered at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results section of this report. Generally, soil conditions observed at the site consists of alternating layers of loose to medium dense sand (SP), sand with silt (SP-SM) and silty sand (SM) with occasional lenses of clayey sand (SC). Stiff clay was found in Boring TB-4 (performed in the southern portion of the site during the previous exploration) at about 5 to 12 feet below existing grade. Groundwater Conditions Groundwater levels were observed during the recent field exploration (December of 2020) at depths ranging from about 6 to more than 10 feet below existing grade. During the previous explorations (April and November of 2008), groundwater was found at depths ranging from 7 to 14 feet below existing grade. The water levels observed during the field explorations can be found on the boring logs in Exploration Results, and are summarized in the following table. 1516 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 4 It should be recognized that fluctuations of the groundwater table will occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the boring was performed. In addition, perched water can develop within higher permeability soils overlying less permeable soils. Therefore, groundwater levels during construction or at other times in the future may be higher or lower than the levels indicated on the boring logs. We estimate that during the normal wet season with rainfall and recharge at a maximum, groundwater levels will be about 2 to 3 feet above levels observed during the recent exploration and about 2 feet above levels observed during the previous explorations. Our estimates of the seasonal groundwater conditions are based on the USDA Soil Survey, the encountered soil types, antecedent weather conditions, and the interpreted water levels. The water levels observed in the recent borings can be found on the boring logs in Exploration Results, and are summarized below along with the estimated normal seasonal high groundwater table. Boring Number Approximate depth to encountered water table (feet) Approximate depth to estimated seasonal high groundwater table (feet) B-1 6.8 41 B-2 6.9 41 B-3 7.1 5 B-4 6.4 41 B-5 >10 6 1. Perched above clayey sand (SC) layer following heavy rainfall These seasonal water table estimates do not represent the temporary rise in water table that occurs immediately following a storm event, including adjacent to other stormwater management facilities. They by no means provide an assessment of the potential water levels in the existing Lake Talmo, which can also be affected by adjacent properties, and which may also affect groundwater levels on this site. This is different from static groundwater levels in wet ponds and/or drainage canals which can affect the design water levels of new, nearby ponds. The seasonal high groundwater table may vary from normal when affected by extreme weather changes, localized or regional flooding, karst activity, future grading, drainage improvements, or other construction that may occur on or around the site following the date of this report. 1517 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 5 GEOTECHNICAL OVERVIEW Borings encountered mostly medium dense sand to sand with silt to silty sand. These materials are generally suitable for construction of the proposed foundations, floor slabs, and pavements following site preparation according to the recommendations provided in the Earthwork section. Seasonal high groundwater levels should be considered in the civil engineering design for site grading, utility construction, and pavements. The Shallow Foundations section addresses support of the building bearing on native loose to medium dense sands or engineered fill. The Floor Slabs section addresses slab-on-grade support of the building. With subgrade prepared as noted in Earthwork, we recommend that pavement grades should be set to provide a minimum separation of 2 feet between the bottom of the base course and the seasonal high groundwater level. If concrete pavements are used, the concrete pavements should be supported on a minimum of 18 inches of free draining sand to minimize unstable pumping conditions. No more than 3 to 4 feet of cut and fill is anticipated. If greater fill thickne sses are planned in building areas, grading plans should be reviewed to evaluate total fill thickness and it’s potential effect on settlement of structures. The General Comments section provides an understanding of the report limitations. EARTHWORK Earthwork is anticipated to include clearing and grubbing, excavations, and fill placement. The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria, as necessary, to render the site in the state considered in our geotechnical engineering evaluation for foundations, floor slabs, and pavements. Site Preparation Prior to placing fill, existing vegetation and root mat should be removed. Complete stripping of the topsoil should be performed in the proposed building and parking/driveway areas. The subgrade should be proofrolled with an adequately loaded vehicle such as a fully-loaded tandem-axle dump truck or heavy roller. The proofrolling should be performed under the direction of the Geotechnical Engineer. Areas excessively deflecting under the proofroll should be 1518 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 6 delineated and subsequently addressed by the Geotechnical Engineer. Excessively wet or dry material should either be removed, or moisture conditioned and recompacted. Fill Material Types Fill required to achieve design grade should be classified as structural fill and general fill. Structural fill is material used below or within 10 feet of structures, pavements or constructed slopes. General fill is material used to achieve grade outside of these areas. Earthen materials used for structural and general fill should meet the following material property requirements: Soil Quality1 USCS Classification Acceptable Location for Placement Maximum Lift Thickness (in.) Preferred 1 SP (fines content < 5%) All locations and elevations 12 3 SP-SM (fines content between 5 and 12%) 2 All locations and elevations other than beneath concrete pavements or where superior drainage is required. Strict moisture control will be required during placement, particularly during the rainy season. 8 to 12 3 Limited SM, SC (fines content >12%) Limited to mass fill greater than 2 feet below final grade; strict moisture control will be required during placement. 6 to 8 4 1. Controlled, compacted fill should consist of approved materials that are free of organic matter and debris. 2. If fines contents are greater than 12 percent, special design and construction procedures may be necessary. 3. Loose thickness when heavy compaction equipment is used in vibratory mode. Lift thickness should be decreased if static compaction is being used, typically to no more than 8 inches, and the required compaction must still be achieved. Use 4 to 6 inches in loose thickness when hand-guided equipment (i.e. jumping jack or plate compactor) is required. 4. Static equipment should be used. Fill Compaction Requirements Structural and general fill should meet the following compaction requirements. Item Structural Fill Minimum Compaction Requirements 1 95 percent of the material’s maximum modified Proctor dry density (ASTM D 1557). Moisture Content 2 Within ±2 percent of optimum moisture content as determined by the Modified Proctor test, at the time of placement and compaction. 1519 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 7 Item Structural Fill Minimum Testing Frequency ■ One field density test per 20,000 square feet or fraction thereof per 1-foot lift for mass-grading. ■ One test per lift per 5,000 feet in pavement areas ■ One test per lift per 2,500 square feet in building areas. ■ One test per lift per 50 lineal feet of compacted utility trench backfill. 1. We recommend that engineered fill be tested for moisture content and compaction during placement. Should the results of the in-place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. 2. Specifically, moisture levels should be maintained low enough to allow for satisfactory compaction to be achieved without the cohesionless fill material pumping when proofrolled . Utility Trench Backfill All trench excavations should be made with sufficient working space to permit construction including backfill placement and compaction. Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath the building should be backfilled with soils similar to native soils to avoid creating a preferred flow path through the trenches. Grading and Drainage All grades must provide effective drainage away from the building during and after construction Final surrounding grades should be sloped away from the structure on all sides to prevent ponding of water. Roof drains, scuppers, downspouts, or other appropriate methods that direct water a minimum of 10 feet beyond the footprint of the proposed structures are recommended. Site grades should be set considering the estimated seasonal high groundwater presented in Geotechnical Characterization. Where paving or flatwork abuts the structure a maintenance program should be established to effectively seal and maintain joints and prevent surface water infiltration. Earthwork Construction Considerations After initial proofrolling and compaction, unstable subgrade conditions could develop during general construction operations, particularly if the soils are wetted and/or subjected to repetitive construction traffic. Upon completion of filling and grading, care should be taken to maintain the subgrade moisture content prior to construction of floor slabs and pavements. Construction traffic over the completed subgrade should be avoided to the extent practical. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. If the subgrade should become desiccated, saturated, or disturbed, the affected material should be removed, or these materials should be scarified, moisture conditioned, and re-compacted prior to floor slab and pavement construction. 1520 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 8 Trees or other vegetation whose root systems have the ability to excessively remove moisture or that may displace the foundations or flatwork should not be planted next to the structures (foundations, pavements, sidewalks, etc.). As a minimum, all temporary excavations should be sloped or braced as required by Occupational Health and Safety Administration (OSHA) regulations to provide stability and safe working conditions. Temporary excavations will probably be required during grading operations. The grading contractor, by his contract, is usually responsible for designing and constructing stable, temporary excavations and should shore, slope or bench the sides of the excavations as required, to maintain stability of both the excavation sides and bottom. All excavations should comply with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards. Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred. Construction Observation and Testing The earthwork efforts should be monitored under the direction of the Terracon Geotechnical Engineer. Monitoring should include documentation of adequate removal of vegetation and topsoil, proofrolling, and mitigation of areas delineated by the proofroll to require mitigation. Each lift of compacted fill should be tested, evaluated, and reworked, as necessary, until approved by the Terracon Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested for density and water content at a frequency of at least one test for every 2,500 square feet of compacted fill in the building areas and 5,000 square feet in pavement areas. One density and water content test should be performed per lift of backfill for every 50 linear feet of compacted utility trench backfill. In areas of foundation excavations, the bearing subgrade should be evaluated under the direction of the Terracon Geotechnical Engineer. If unanticipated conditions are encountered, the Terracon Geotechnical Engineer should prescribe mitigation options. In addition to the documentation of the essential parameters necessary for construction, the continuation of the Terracon Geotechnical Engineer into the construction phase of the project provides the continuity to maintain the Geotechnical Engineer’s evaluation of subsurface conditions, including assessing variations and associated design changes. 1521 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 9 SHALLOW FOUNDATIONS If the site has been prepared in accordance with the requirements noted in Earthwork, the following design parameters are applicable for shallow foundations. Design Parameters – Compressive Loads Description Column Footing Wall Footing Monolithic Slab Foundation 4 Net allowable bearing pressure 1 2,500 psf 2,500 psf 2,500 psf Minimum width 30 inches 18 inches 12 inches Minimum embedment below finished grade 2 18 inches 18 inches 12 inches Compaction requirements 95 percent of the materials maximum Modified Proctor (ASTM D1557) dry density for a depth of 12 inches below footing. Minimum Testing Frequency One field density test per footing for a minimum depth of 1 foot below the footing subgrade. One field density test per 50 linear feet for a minimum depth of 1 foot below the footing subgrade. One field density test per 50 linear feet for a minimum depth of 1 foot below the footing subgrade. Approximate total settlement 3 <1 inch <1 inch <1 inch Estimated differential settlement 3 <¾ inch between columns <¾ inch over 40 feet <¾ inch over 40 feet 1. The recommended net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. Assumes any unsuitable fill or soft soils, if encountered, will be undercut and replaced with engineered fill. 2. For erosion protection and to reduce effects of seasonal moisture variations in subgrade soils. 3. The foundation settlement will depend upon the variations within the subsurface soil profile, the structural loading conditions, the embedment depth of the footings, the thickness of compacted fill, and the quality of the earthwork operations. The above settlement estimates have assumed that the maximum footing width is 11 feet for column footings and 2 feet for continuous footings. If more than 3 to 4 feet of fill is planned at building locations, settlement induced by fill should be evaluated separately and may require additional exploration based on the depth of fill. 4. Turned-down portion of slab. For slab requirements see Floor Slabs Foundation Construction Considerations As noted in Earthwork, the footing excavations should be evaluated under the direction of the Geotechnical Engineer. The base of all foundation excavations should be free of water and loose soil prior to placing concrete. Concrete should be placed soon after excavating and compaction/verification of subgrade density to reduce bearing soil disturbance. Care should be taken to prevent wetting or drying of the bearing materials during construction. Excessively wet 1522 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 10 or dry material or any loose/disturbed material in the bottom of the footing excavations should be removed/reconditioned before foundation concrete is placed. If unsuitable bearing soils are encountered at the base of the planned footing excavation, the excavation should be extended deeper to soils which can be suitably compacted, and the footings could bear directly on these soils at the lower level, or on up to 12 inches of crushed stone or crushed concrete backfill placed in the excavations and compacted to a firm and unyielding condition. Over-excavation for structural fill placement below footings should be conducted as shown below. The over-excavation should be backfilled up to the footing base elevation, with engineered fill placed, as recommended in the Earthwork section. FLOOR SLABS Design parameters for floor slabs assume the requirements for Earthwork have been followed. Specific attention should be given to positive drainage away from the structure and positive drainage of the free-draining base beneath the floor slab. Floor Slab Design Parameters Item Description Floor Slab Support 1 Minimum 6 inches of free-draining (less than 5% passing the U.S. No. 200 sieve) granular material compacted to at least 95% of ASTM D 1557 Estimated Modulus of Subgrade Reaction 2 100 pounds per square inch per inch (psi/in) for point loads 1. Floor slabs should be structurally independent of building footings or walls to reduce the possibility of floor slab cracking caused by differential movements between the slab and foundation unless part of a monolithic or post-tensioned slab. 1523 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 11 Item Description 2. Modulus of subgrade reaction is an estimated value based upon our experience with the subgrade condition, the requirements noted in Earthwork, and the floor slab support as noted in this table. It is provided for point loads. This value is valid for a 1 square foot plate. If additional load considerations are required, please contact Terracon. The use of a vapor retarder should be considered beneath concrete slabs on grade covered with wood, tile, carpet, or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder. Saw-cut construction joints should be placed in the slab to help control the location and extent of cracking. For additional recommendations refer to the ACI Design Manual. Joints or cracks should be sealed with a water-proof, non-extruding compressible compound specifically recommended for heavy duty concrete pavement and wet environments. Where floor slabs are tied to perimeter walls or turn-down slabs to meet structural or other construction objectives, our experience indicates differential movement between the walls and slabs will likely be observed in adjacent slab expansion joints or floor slab cracks beyond the length of the structural dowels. The Structural Engineer should account for potential differential settlement through use of sufficient construction joints, appropriate reinforcing or other means. Floor Slab Construction Considerations Finished subgrade, within and for at least 10 feet beyond the floor slab, should be protected from traffic, rutting, or other disturbance and maintained in a relatively moist condition until floor slabs are constructed. If the subgrade should become damaged or desiccated prior to construction of floor slabs, the affected material should be removed, and structural fill should be added to replace the resulting excavation. Final conditioning of the finished subgrade should be performed immediately prior to placement of the floor slab support course. The Geotechnical Engineer should approve the condition of the floor slab subgrades immediately prior to placement of the floor slab support course, reinforcing steel, and concrete. Attention should be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled trenches are located. 1524 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 12 PAVEMENTS General Pavement Comments Soil and groundwater conditions appear suitable for conventional pavement sections meeting minimum local requirements. Recommendations for construction of typical pavement section materials are presented below. These pavement construction considerations also assume that the site has been prepared as recommended in the Earthwork section. Subgrade Preparation Site grading is typically accomplished relatively early in the construction phase. Fills are placed and compacted in a uniform manner. However, as construction proceeds, excavations are made into these areas, rainfall and surface water saturates some areas, heavy traffic from concrete trucks and other delivery vehicles disturbs the subgrade and many surface irregularities are filled in with loose soils to temporarily improve ride comfort. As a result, the pavement subgrades, initially prepared early in the project, should be carefully evaluated as the time for pavement construction approaches. We recommend the moisture content and density of the top 12 inches of the subgrade be evaluated and the pavement subgrades be proofrolled and tested within two days prior to commencement of actual paving operations. Compaction tests should be performed at a frequency of 1 test per 5,000 square feet or fraction thereof. Areas not in compliance with the required ranges of moisture or density should be moisture conditioned and recompacted. Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backf illed trenches are located. Areas where unsuitable conditions are found should be repaired by removing and replacing the materials with properly compacted fills. After proofrolling and repairing deep subgrade deficiencies, the entire subgrade should be scarified and prepared as recommended in the Earthwork section this GeoReport to provide a uniform subgrade for pavement construction. Areas that appear severely desiccated following site stripping may require further undercutting and moisture conditioning. If a significant precipitation event occurs after the evaluation or if the surface becomes disturbed, the subgrade should be reviewed by qualified personnel immediately prior to paving. The subgrade should be in its finished form at the time of the final review. Design Considerations Pavement thickness can be determined using AASHTO, Asphalt Institute, PCA, and/or other methods if specific wheel loads, axle configurations, frequencies, and desired pavement life are provided. Terracon can provide thickness recommendations for pavements subjected to loads other than personal vehicle and occasional delivery and trash removal truck traffic if this information 1525 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 13 is provided. However, absent that data, the following recommendations are based on local municipal standards. Estimates of Minimum Pavement Section Thickness The following table provides typical options for AC and PCC Sections. T hey should be reviewed if specific design traffic parameters become available: Typical Pavement Section (inches) Traffic Area Alternative Asphalt Concrete Surface Course Limerock, Soil-Cement or Crushed Concrete Base Course Stabilized Subbase Course2,3,4 Portland Cement Concrete Free Draining Subgrade Car Parking PCC -- -- 5.0 18.0 AC 1.5 6.0 12.0 -- -- Truck and Drive Areas PCC -- -- 6.0 18.0 AC 2.5 8.0 12.0 -- -- Trash Container Pad 1 PCC -- -- 6.0 18.0 1. The trash container pad should be large enough to support the container and the tipping axle of the collection truck. 2. Often referred to as Stabilized Subgrade. 3. Use coarse granular materials such as recycled crushed concrete, shell, or gravel when seasonal high groundwater is within 4 feet of the profile grade. Stabilization with clayey admixtures is acceptable with deeper seasonal high groundwater. 4. Some municipalities do not require stabilized subbase beneath soil-cement base. Asphalt Concrete Design Considerations The following items are applicable to asphalt concrete pavement sections. ■ Terracon recommends a minimum separation of 24 inches between the bottom of the base course and the seasonal high groundwater table. ■ Natural or fill subgrade soils to a depth of 18 inches below the base should be clean, free draining sands with a fines content passing a No. 200 sieve of 5 percent or less. ■ Stabilized subgrade soils (also identified as stabilized subbase) should be stabilized to a minimum Limerock Bearing Ratio (LBR; Florida Method of Test Designation FM 5-515) value of 40 if they do not already meet this criterion or modified/replaced with new compacted fill that meets the minimum LBR value. Although LBR testing has not been performed, our experience with similar soils indicates that the near surficial sands encountered in the soil borings are unlikely to meet this requirement. 1526 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 14 ■ The stabilized subgrade course should be compacted to at least 98 percent of the Modified Proctor maximum dry density (AASHTO T-180 or ASTM D-1557). Any underlying, newly- placed subgrade fill need only be compacted to a minimum of 95 percent of the Modified Proctor maximum dry density. Compaction tests should be performed at a frequency of 1 test per 10,000 square feet or fraction thereof. ■ Limerock base courses from an approved FDOT source should have a minimum LBR value of 100 and be compacted to a minimum of 98 percent of the m aximum dry density as determined by the Modified Proctor test. Limerock should be placed in uniform lifts not to exceed 6 inches loose thickness. Recycled limerock is not a suitable substitute for virgin limerock for base courses but may be used as a granular stabilizing admixture. ■ Soil cement base courses typically experience shrinkage cracking due to hydration curing of the cement. This shrinkage cracking typically propagates through the overlying asphalt course and reflects in the pavement surface. This reflective cracking is not necessarily indicative of a pavement structural failure, though it is sometimes considered to be aesthetically undesirable. ■ Soil cement bases should have 7-day design strength of 300 psi. Soil cement base should be compacted to a minimum of 98 percent of the material’s maximum dry density as determined by the Standard Proctor Test for Soil Cement (AASHTO T-134). Higher design strengths may result in increased cracking. ■ Crushed (recycled) concrete base materials should meet the current FDOT specification 911. ■ Asphalt should be compacted to meet state and local criteria. Asphalt surface courses should be Type SP, Type S, or other suitable mix design according to FDOT and local requirements. ■ To verify thicknesses, after placement and compaction of the pavement courses, core the wearing surface to evaluate material thickness and composition at a minimum frequency of 5,000 square feet or two locations per day’s production. ■ Underdrains or strip drains should be considered along all landscaped areas in, or adjacent to pavements to reduce moisture migration to subgrade soils. Underdrains will also be required below pavement if the separation between the bottom of the base course and the seasonal high groundwater table is less than 1 foot. ■ All curbing should be full depth. Use of extruded curb sections which lie on top of asphalt surface courses can allow migration of water between the surface and base courses, leading to rippling and pavement deterioration. Portland Cement Concrete Design Considerations The following items are applicable to rigid concrete pavement sections. 1527 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 15 ■ At least 18 inches of free-draining material (less and 5% passing the No. 200 sieve) should be included directly beneath rigid concrete pavement. Limerock should not be considered free draining for this purpose. ■ The PCC should be a minimum of 4,000 psi at 28 days. PCC pavements are recommended for trash container pads and in any other areas subjected to heavy wheel loads and/or turning traffic. ■ The upper 1 foot of rigid pavement subgrade soils should be compacted to at least 98 percent of the Modified Proctor maximum dry density (AASHTO T-180 or ASTM D-1557). Compaction tests should be performed at a frequency of 1 test per 10,0 00 square feet or fraction thereof. ■ Rigid PCC pavements will perform better than ACC in areas where short-radii turning, and braking are expected (i.e. entrance/exit aprons) due to better resistance to rutting and shoving. In addition, PCC pavement will perform better in areas subject to large or sustained loads. An adequate number of longitudinal and transverse construction joints should be placed in the rigid pavement in accordance with ACI and/or AASHTO requirements. Expansion (isolation) joints must be full depth and should only be used to isolate fixed objects abutting or within the paved area. ■ Adequate separation should be provided between the bottom of the concrete and the seasonal high groundwater table. Terracon recommends that in no case should less than 1 foot of separation be provided. ■ Sawcut patterns should generally be square or rectangular but nearly square and extend to a depth equal to a quarter of the slab thickness or as recommended by ACI. If the bottom of the concrete pavement is separated from the seasonal high groundwater table by at least 1 foot, filter fabric will not be necessary beneath the construction joints. Pavement Drainage Pavements should be sloped to provide rapid drainage of surface water. Water allowed to pond on or adjacent to the pavements could saturate the subgrade and contribute to premature pavement deterioration. In addition, the pavement subgrade should be graded to provide positive drainage within the granular base section. The subgrade and the pavement surface should have a minimum ¼ inch per foot slope to promote drainage. Appropriate sub-drainage or connection to a suitable daylight outlet should be provided to remove water from the base layer. Pavement Maintenance The pavement sections represent minimum recommended thicknesses and, as such, periodic maintenance should be anticipated. Therefore, preventive maintenance should be planned and provided for through an on-going pavement management program. Maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Maintenance consists of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Preventive maintenance is usually the priority 1528 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 16 when implementing a pavement maintenance program. Additional engineering observation is recommended to determine the type and extent of a cost-effective program. Even with periodic maintenance, some movements and related cracking may still occur, and repairs may be required. Pavement performance is affected by its surroundings. In addition to providing preventive maintenance, the civil engineer should consider the following recommendations in the design and layout of pavements: ■ Install below pavement drainage systems surrounding areas anticipated for frequent wetting. ■ Install joint sealant and seal cracks immediately. ■ Seal all landscaped areas in or adjacent to pavements to reduce moisture migration to subgrade soils. GENERAL COMMENTS Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third-party beneficiaries intended. Any third-party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there 1529 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable 17 may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. 1530 Responsive ■ Resourceful ■ Reliable ATTACHMENTS 1531 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 1 of 2 EXPLORATION AND TESTING PROCEDURES Field Exploration To supplement the previous exploration performed, the following additional field exploration was performed: Number of Borings Boring Depth (feet) 1 Location 3 (B-1 to B-3) 30 Planned building area 2 (B-4 and B-5) 10 Planned parking/driveway area 1. Below ground surface. Boring Layout: We used handheld GPS equipment to locate borings with an estimated horizontal accuracy of +/-20 feet. Field measurements from existing site features were used. Subsurface Exploration Procedures: We advanced soil borings with a truck-mounted drill rig using rotary wash techniques as necessary depending on soil conditions. Five samples were obtained in the upper 10 feet of each boring and at intervals of 5 feet thereafter. We obtained representative samples primarily by the split-barrel sampling procedure. In the split-barrel sampling procedure, a standard, 2-inch O.D., split-barrel sampling spoon is driven into the boring with a 140-pound automatic SPT (Standard Penetration Test) hammer falling 30 inches. (A manual safety hammer was used in the previous exploration). We recorded the number of blows required to advance the sampling spoon the last 12 inches of an 18-inch sampling interval as the standard penetration resistance value, N. Soil Test Borings utilizing auger sampling were conducted during the previous field exploration in borings performed in stormwater treatment and pavement areas. The sampling depths, penetration distances, and other sampling information was recorded on the field boring logs. In addition, we observed and record groundwater levels during drilling and sampling. The samples were placed in appropriate containers and taken to our soil laboratory for testing and classification by a Geotechnical Engineer. Our exploration team prepared field boring logs as part of the drilling operations. These field logs included visual classifications of the materials encountered during drilling and our interpretation of the subsurface conditions between samples. Final boring logs were prepared from the field logs. The final boring logs represent the Geotechnical Engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory. 1532 Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Seminole County, Florida January 12, 2021 ■ Terracon Project No. H1205325 Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 2 of 2 Laboratory Testing The project engineer reviewed the field data and assigned laboratory tests to understand the engineering properties of the various soil strata, as necessary, for this project. Procedural standards noted below are for reference to methodology in general. In some cases, variations to methods were applied because of local practice or professional judgment. Standards noted below include reference to other, related standards. Such references are not necessarily applicable to describe the specific test performed. ■ ASTM D2216 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil by Mass ■ ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils ■ ASTM D1140 Standard Test Method for Amount of Material in Soils Finer than No. 200 (75-μm) Sieve The laboratory testing program often included examination of soil samples by an engineer. Based on the material’s texture and plasticity, we described and classified the soil samples in accordance with the Unified Soil Classification System. 1533 Responsive ■ Resourceful ■ Reliable SITE LOCATION AND EXPLORATION PLANS Contents: Topographic Vicinity Map Soils Map Location Plan 1534 Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITTOPOGRAPHIC VICINITY MAP 7.5 MINUTE SERIES (QUADRANGLE) ISSUED: 1992 CASSELBEERY, FLORIDA N SM AS SM JWC H1205325 AS SHOWN H1205325 11-20-20 LIVING LIFE DEVELOPMENT WINTER SPRINGS 101 WEST STATE ROAD 434 GEOTECHNICAL ENGINEERING REPORT WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 SIT E 5000450040003000250035002000150050001000500 FEET SCALE 1"=1000' WEST STATE ROAD 434 US HIGHWAY 17-92TALMO STREET1535 Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITSOILS MAP N SM AS SM JWC H1205325 AS SHOWN H1205325 11-20-20 LIVING LIFE DEVELOPMENT WINTER SPRINGS 101 WEST STATE ROAD 434 GEOTECHNICAL ENGINEERING REPORT WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 5000450040003000250035002000150050001000500 FEET SCALE 1"=1000' SOIL LEGEND MYAKKA AND EAUGALLIE FINE SANDS TAVARES-MILLHOPPER COMPLEX, 0 TO 5 PERCENT SLOPES 20 31 U.S.D.A. SOIL SURVEY FOR SEMINOLE COUNTY, FLORIDA SIT E WEST STATE ROAD 434 US HIGHWAY 17-92TALMO STREET1536 WEST STATE ROAD 434B-5B-1B-2B-3B-4TB-1TB-2TB-3TB-4TB-5TB-6AB-3AB-4AB-1AB-2HA-1HA-2HA-3HA-4HA-5HA-6TALMO STREETProject Mngr:Approved By:Checked By:Drawn By:Project No.Scale:Date:File No.SMASSMJWCH1205325AS SHOWNH120532511-20-20Consulting Engineers and Scientists1675 LEE ROADWINTER PARK, FLORIDA 32789FAX. (407) 740-6112PH. (407) 740-6110BORING LOCATION PLANLIVING LIFE DEVELOPMENT WINTER SPRINGS101 WEST STATE ROAD 434GEOTECHNICAL ENGINEERING REPORTWINTER SPRINGS, SEMINOLE COUNTY, FLORIDAEXHIBITNLEGENDAPPROXIMATE LOCATION OF STANDARDPENETRATION TEST BORINGAPPROXIMATE LOCATION OF STANDARDPENETRATION TEST BORINGPREVIOUSLY PERFORMEDAPPROXIMATE LOCATION OF MACHINEAUGER BORING PREVIOUSLY PERFORMEDAPPROXIMATE LOCATION OF HANDAUGER BORING PREVIOUSLY PERFORMED1537 Responsive ■ Resourceful ■ Reliable EXPLORATION RESULTS Contents: Boring Logs (B-1 through B-5) Boring profiles from previous reports 1538 2-2-3-2 N=5 4-4-4-4 N=8 6-5-4-6 N=9 5-4-5-5 N=9 6-6-7-7 N=13 6-6-7 N=13 4-4-5 N=9 7-9-8 N=17 11-8-9 N=17 2617.9 26-18-8 SAND (SP), light gray SILTY SAND (SM), dark reddish-brown CLAYEY SAND (SC), gray-brown SILTY SAND (SM), light brown SAND WITH SILT (SP-SM), light brown SILTY SAND (SM), light gray SAND (SP), light gray Boring Terminated at 30 Feet 2.0 4.0 6.0 8.0 13.5 23.5 30.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325 LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 1/12/21WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 15 20 25 30 FIELD TESTRESULTSPERCENT FINESWATERCONTENT (%)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 28.698770° Longitude: -81.322390°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325 Drill Rig: DR-796 BORING LOG NO. B-1 Living Life Developers, LLCCLIENT: Celebration, FL Driller: D. Smith Boring Completed: 12-16-2020 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 12-16-2020 1675 Lee Rd Winter Park, FL Groundwater found at 6.8 ft. WATER LEVEL OBSERVATIONS SAMPLE TYPE1539 SAND (SP), light gray SAND WITH SILT (SP-SM), reddish-brown CLAYEY SAND (SC), light gray SILTY SAND (SM), light brown SAND WITH SILT (SP-SM), light brown SILTY SAND (SM), light gray SAND WITH SILT (SP-SM), light gray Boring Terminated at 30 Feet 2.0 4.0 6.0 13.5 18.5 28.5 30.0 2-2-2-2 N=4 2-2-2-3 N=4 4-4-4-4 N=8 4-6-5-6 N=11 8-8-9-10 N=17 6-6-7 N=13 4-4-5 N=9 2-3-3 N=6 6-6-8 N=14 1929.5 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325 LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 1/12/21WATER LEVELOBSERVATIONSATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 28.698804° Longitude: -81.322073°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325 Drill Rig: DR-796 BORING LOG NO. B-2 Living Life Developers, LLCCLIENT: Celebration, FL Driller: D. Smith Boring Completed: 12-16-2020DEPTH (Ft.)5 10 15 20 25 30 FIELD TESTRESULTSPERCENT FINESWATERCONTENT (%)PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 12-16-2020 1675 Lee Rd Winter Park, FL Groundwater found at 6.9 ft. WATER LEVEL OBSERVATIONS SAMPLE TYPE1540 2-2-2-2 N=4 2-2-2-2 N=4 3-3-3-4 N=6 3-3-3-3 N=6 3-4-4-3 N=8 7-6-7 N=13 4-4-4 N=8 2-2-1 N=3 7-8-9 N=17 1717.3 SAND (SP), light gray to light brown SILTY SAND (SM), orange-brown to light gray SAND WITH SILT (SP-SM), light gray SILTY SAND (SM), light brown to light gray SAND WITH SILT (SP-SM), light gray Boring Terminated at 30 Feet 6.0 13.5 18.5 28.5 30.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325 LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 1/12/21WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 15 20 25 30 FIELD TESTRESULTSPERCENT FINESWATERCONTENT (%)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 28.698396° Longitude: -81.322148°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325 Drill Rig: DR-796 BORING LOG NO. B-3 Living Life Developers, LLCCLIENT: Celebration, FL Driller: D. Smith Boring Completed: 12-16-2020 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 12-16-2020 1675 Lee Rd Winter Park, FL Groundwater found at 7.1 ft. WATER LEVEL OBSERVATIONS SAMPLE TYPE1541 2-3-3-2 N=6 3-3-3-3 N=6 2-2-3-2 N=5 3-3-3-4 N=6 9-8-10-9 N=18 4 41 5.4 21.5 64-22-42 SAND (SP), brown to light brown CLAYEY SAND (SC), orange-brown to light gray SILTY SAND (SM), trace clay, light brown Boring Terminated at 10 Feet 4.0 8.0 10.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325 LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 1/12/21WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 FIELD TESTRESULTSPERCENT FINESWATERCONTENT (%)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 28.698812° Longitude: -81.321610°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325 Drill Rig: DR-796 BORING LOG NO. B-4 Living Life Developers, LLCCLIENT: Celebration, FL Driller: D. Smith Boring Completed: 12-16-2020 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 12-16-2020 1675 Lee Rd Winter Park, FL Groundwater found at 6.4 ft. WATER LEVEL OBSERVATIONS SAMPLE TYPE1542 2-1-2-2 N=3 2-1-1-2 N=2 2-2-4-4 N=6 7-8-9-11 N=17 9-9-10-12 N=19 2 17 4.5 6.9 SAND (SP), gray-brown to light brown SILTY SAND (SM), trace clay, orange-brown Boring Terminated at 10 Feet 6.0 10.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325 LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 1/12/21WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 FIELD TESTRESULTSPERCENT FINESWATERCONTENT (%)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 28.698551° Longitude: -81.324544°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325 Drill Rig: DR-796 BORING LOG NO. B-5 Living Life Developers, LLCCLIENT: Celebration, FL Driller: D. Smith Boring Completed: 12-16-2020 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 12-16-2020 1675 Lee Rd Winter Park, FL Groundwater not observed in 10 ft. WATER LEVEL OBSERVATIONS SAMPLE TYPE1543 ggg1544 g1545 g1546 Responsive ■ Resourceful ■ Reliable SUPPORTING INFORMATION Contents: General Notes Unified Soil Classification System Note: All attachments are one page unless noted above. 1547 500 to 1,000 2,000 to 4,000 4,000 to 8,000 1,000 to 2,000 less than 500 > 8,000 Unconfined Compressive Strength Qu, (psf) Non-plastic Low Medium High DESCRIPTION OF SYMBOLS AND ABBREVIATIONS Hand Penetrometer Torvane Dynamic Cone Penetrometer Photo-Ionization Detector Organic Vapor AnalyzerSAMPLINGWATER LEVELFIELD TESTS(HP) (T) (DCP) (PID) (OVA) GENERAL NOTES Over 12 in. (300 mm) 12 in. to 3 in. (300mm to 75mm) 3 in. to #4 sieve (75mm to 4.75 mm) #4 to #200 sieve (4.75mm to 0.075mm Passing #200 sieve (0.075mm) Particle Size < 5 5 - 12 > 12 Percent of Dry Weight Descriptive Term(s) of other constituents RELATIVE PROPORTIONS OF FINES 0 1 - 10 11 - 30 > 30 Plasticity Index Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Percent of Dry Weight Major Component of Sample Trace With Modifier RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Trace With Modifier DESCRIPTIVE SOIL CLASSIFICATION Boulders Cobbles Gravel Sand Silt or Clay Descriptive Term(s) of other constituents < 15 15 - 29 > 30 Term PLASTICITY DESCRIPTION Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Groundwater level variations will occur over time. In low permeability soils, accurate determination of groundwater levels is not possible with short term water level observations. Water Level After a Specified Period of Time Water Level After a Specified Period of Time Water Initially Encountered Auger Cuttings Rock Core Grab Sample No Recovery Shelby Tube Standard Penetration Test Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. Hard Very Stiff Stiff Medium Stiff Very Soft Automatic Hammer SPT N-Value (Blows/Ft.) < 3 < 1 1 - 3 3 - 6Medium Dense SoftLoose Very Dense Dense Very Loose Automatic Hammer SPT N-Value (Blows/Ft.) 3 - 8 8 - 24 24 - 40 > 40 6 - 12 12 - 24 > 24STRENGTH TERMSDescriptive Term (Consistency) Descriptive Term (Density) CONSISTENCY OF FINE-GRAINED SOILS (50% or more passing the No. 200 sieve.) Consistency determined by laboratory shear strength testing, field visual-manual procedures or standard penetration resistance (More than 50% retained on No. 200 sieve.) Density determined by Standard Penetration Resistance RELATIVE DENSITY OF COARSE-GRAINED SOILS 1548 UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Soil Classification Group Symbol Group Name B Coarse-Grained Soils: More than 50% retained on No. 200 sieve Gravels: More than 50% of coarse fraction retained on No. 4 sieve Clean Gravels: Less than 5% fines C Cu 4 and 1 Cc 3 E GW Well-graded gravel F Cu 4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F Gravels with Fines: More than 12% fines C Fines classify as ML or MH GM Silty gravel F, G, H Fines classify as CL or CH GC Clayey gravel F, G, H Sands: 50% or more of coarse fraction passes No. 4 sieve Clean Sands: Less than 5% fines D Cu 6 and 1 Cc 3 E SW Well-graded sand I Cu 6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand I Sands with Fines: More than 12% fines D Fines classify as ML or MH SM Silty sand G, H, I Fines classify as CL or CH SC Clayey sand G, H, I Fine-Grained Soils: 50% or more passes the No. 200 sieve Silts and Clays: Liquid limit less than 50 Inorganic: PI 7 and plots on or above “A” line J CL Lean clay K, L, M PI 4 or plots below “A” line J ML Silt K, L, M Organic: Liquid limit - oven dried 0.75 OL Organic clay K, L, M, N Liquid limit - not dried Organic silt K, L, M, O Silts and Clays: Liquid limit 50 or more Inorganic: PI plots on or above “A” line CH Fat clay K, L, M PI plots below “A” line MH Elastic Silt K, L, M Organic: Liquid limit - oven dried 0.75 OH Organic clay K, L, M, P Liquid limit - not dried Organic silt K, L, M, Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve. B If field sample contained cobbles or boulders, or both, add “with cobbles or boulders, or both” to group name. C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded gravel with silt, GW -GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay. E Cu = D60/D10 Cc = 6010 2 30 DxD )(D F If soil contains 15% sand, add “with sand” to group name. G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. H If fines are organic, add “with organic fines” to group name. I If soil contains 15% gravel, add “with gravel” to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add “with sand” or “with gravel,” whichever is predominant. L If soil contains 30% plus No. 200 predominantly sand, add “sandy” to group name. M If soil contains 30% plus No. 200, predominantly gravel, add “gravelly” to group name. N PI 4 and plots on or above “A” line. O PI 4 or plots below “A” line. P PI plots on or above “A” line. Q PI plots below “A” line. 1549 1675 Lee Road Winter Park, FL 32789 P (407) 740-6110 F (407) 740-6112 Terracon.com August 12, 2022 MTH Development, LLC 160 N. Spring Lake Drive Altamonte Springs, FL 32714 Attn: Dr. T.E. Hilal Re: Supplemental Geotechnical Engineering Report Living Life Development Winter Springs – Stormwater Systems 1201 W. S.R. 434 Winter Springs, Seminole County, Florida Terracon Project No. H1205325A Dear Dr. Hilal: Terracon Consultants, Inc. (Terracon) is pleased to present this supplemental geotechnical engineering report for above referenced project. The project site was the subject of a geotechnical engineering report prepared by Terracon dated January 12, 2021. This report summarizes the additional exploration performed in the proposed stormwater treatment areas and provides geotechnical engineering parameters for stormwater design by others. This report should be considered supplemental to the January 12, 2021 report. Additional Field Exploration Two underground stormwater treatment areas are planned as part of the proposed development. Two borings in each location (four additional borings total, designated as S-1 through S-4) were performed to a depth of 20 feet below existing grade. Soil conditions observed consisted of mostly sand (SP) and sand with silt (SP-SM) with occasional lenses of silty sand (SM). Groundwater was found at depths of 10 to 11.5 feet below existing grade at the time of the field exploration (July of 2022). A boring location plan and boring logs for the recent borings are attached. Stormwater System Parameters Design of the stormwater management system has not been completed yet, though we understand underground treatment systems are planned. Dry retention systems generally need to be at least 1 foot and sometimes as much as 3 feet (or more for large systems) above the seasonal high groundwater table to recover within the time required. An appropriate factor of safety will be required for design of 1550 Supplemental Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Florida August 12, 2022 ■ Terracon Project No. H205325A Explore with us 2 underground systems, generally reducing measured permeability rates or recovery time by a factor of safety of 2, although this does not presently apply to ponds recovering by infiltration. Soil samples of anticipated underground exfiltration system subgrade soils were obtained from each of the 4 borings performed. The soil samples had measured permeability rates of more than 100 feet/day. We consider these permeability rates to be indicative of saturated horizontal permeability. Experience and published references have indicated that unsaturated vertical permeability as used in some locally available groundwater models is typically 1/2 the saturated horizontal value. Based upon our experience, we do not recommend design of stormwater management systems with horizontal permeability rates greater than 40 feet per day. The sand with silt (SP-SM) material found deeper in the borings are anticipated to have a lower permeability rate than the clean sand used in the permeability testing. The top of the sand with silt should be considered the base of surficial aquifer for stormwater design purposes. Based upon our visual review of the sands, and our local project experience, we recommend that you consider the surficial aquifer (the site sands) to have a fillable porosity (η) of 30%. The table below summarizes our recommended stormwater management system design parameters. Parameter Borings S-1 and S-2 Borings S-3 and S-4 Estimated Confining Layer depth 13 feet1 10 feet Estimated Seasonal High Groundwater Table Depth 9 feet 9.5 feet Unsaturated Vertical Infiltration Rate, k V2 20 feet/day 40 feet/day Horizontal Saturated Hydraulic Conductivity, kH2 20 feet/day 40 feet/day Fillable Porosity, η 30 percent 30 percent 1. A shallow lens of sand with silt (SP-SM) was observed at Boring S-2 at about 4.5 to 6 feet below existing grade. If the bottom of the underground stormwater system is less than 6 feet below existing grade, this material should be removed or an average estimated confining depth of 10 feet is recommended. 2. We do not recommend using a kv greater than 20 ft/day or a kh greater than 40 feet/day. 1551 Supplemental Geotechnical Engineering Report Living Life Development Winter Springs ■ Winter Springs, Florida August 12, 2022 ■ Terracon Project No. H205325A Explore with us 3 Terracon appreciates the opportunity to be of continued service to you on this project and trusts the above information is sufficient to meet your immediate needs. If you have any questions regarding this report, or we may be of additional assistance, please feel free to reach out to us. Sincerely, Terracon Consultants, Inc. Certificate of Authorization No. 8330 Shenna McMaster, P.E. Jay W. Casper, P.E. Senior Geotechnical Engineer Senior Principal FL Registration No. 57537 This item has been digitally signed and sealed by Shenna McMaster, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Attachments: Boring Location Plan Boring Logs (S-1 to S-4) 1552 WEST STATE ROAD 434B-5B-1B-2B-3B-4TB-1TB-2TB-3TB-4TB-5TB-6AB-3AB-4AB-1AB-2HA-1HA-2HA-3HA-4HA-5HA-6TALMO STREETS-1S-2S-3S-4Project Mngr:Approved By:Checked By:Drawn By:Project No.Scale:Date:File No.SMASSMJWCH1205325AAS SHOWNH1205325A7-11-22CRQVXOWLQJ EQJLQHHUV DQG SFLHQWLVWV1675 LEE ROADWINTER PARK, FLORIDA 32789FAX. (407) 740-6112PH. (407) 740-6110BORING LOCATION PLANLIVING LIFE DEVELOPMENT WINTER SPRINGS1201 STATE ROAD 434GEOTECHNICAL ENGINEERING REPORTWINTER SPRINGS, SEMINOLE COUNTY, FLORIDAEXHIBITNLEGENDAPPROXIMATE LOCATION OF STANDARDPENETRATION TEST BORINGAPPROXIMATE LOCATION OF STANDARDPENETRATION TEST BORINGPREVIOUSLY PERFORMEDAPPROXIMATE LOCATION OF MACHINEAUGER BORING PREVIOUSLY PERFORMEDAPPROXIMATE LOCATION OF HANDAUGER BORING PREVIOUSLY PERFORMEDPREVIOUSLY PERFORMEDAPPROXIMATE LOCATION OFAUGER BORING1553 2-3-2-3 N=5 2-2-2-2 N=4 2-1-2-2 N=3 3-3-2-3 N=5 7-6-5-5 N=11 4-5-5 N=10 5-4-4 N=8 3.9 26.1 SAND (SP), gray-brown to light brown to light gray Boring Terminated at 20 Feet 20.0 106 2 2 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325A LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 8/11/22DEPTH (Ft.)5 10 15 20 WATER LEVELOBSERVATIONSFIELD TESTRESULTSWATERCONTENT (%)LOCATION See Exploration Plan Latitude: 28.6981° Longitude: -81.3240°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: rotary wash Abandonment Method: Notes: Project No.: H1205325A Drill Rig: Mini-ATV BORING LOG NO. S-1 MTH Development, LLCCLIENT: Altamonte Springs, FL Driller: Jose Boring Completed: 07-21-2022 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 07-22-2022 1675 Lee Rd Winter Park, FL Groundwater observed at 10 ft. WATER LEVEL OBSERVATIONS PERM (ft/day)PERCENT FINESSAMPLE TYPE1554 3-2-2-2 N=4 4-2-2-2 N=4 2-3-2-2 N=5 3-3-4-3 N=7 5-4-6-4 N=10 5-3-3 N=6 6-5-5 N=10 4.4 10.2 SAND (SP), gray-brown to light brown to light gray SAND WITH SILT (SP-SM), orange-brown SAND (SP), light brown to light gray SAND WITH SILT (SP-SM), light brown SAND (SP), light gray Boring Terminated at 20 Feet 4.5 6.0 13.5 18.5 20.0 114 2 6 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325A LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 8/11/22DEPTH (Ft.)5 10 15 20 WATER LEVELOBSERVATIONSFIELD TESTRESULTSWATERCONTENT (%)LOCATION See Exploration Plan Latitude: 28.6981° Longitude: -81.3237°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: rotary wash Abandonment Method: Notes: Project No.: H1205325A Drill Rig: Mini-ATV BORING LOG NO. S-2 MTH Development, LLCCLIENT: Altamonte Springs, FL Driller: Jose Boring Completed: 07-21-2022 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 07-22-2022 1675 Lee Rd Winter Park, FL Groundwater observed at 10 ft. WATER LEVEL OBSERVATIONS PERM (ft/day)PERCENT FINESSAMPLE TYPE1555 5.6 24.1 SAND (SP), gray-brown SAND WITH SILT (SP-SM), light brown SILTY SAND (SM), light brown SAND WITH SILT (SP-SM), light brown Boring Terminated at 20 Feet 10.0 15.0 18.0 20.0 102 3 8 Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325A LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 8/11/22DEPTH (Ft.)5 10 15 20 WATER LEVELOBSERVATIONSFIELD TESTRESULTSWATERCONTENT (%)LOCATION See Exploration Plan Latitude: 28.6981° Longitude: -81.3221°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325A Drill Rig: Mini-ATV BORING LOG NO. S-3 MTH Development, LLCCLIENT: Altamonte Springs, FL Driller: Jose Boring Completed: 07-22-2022 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 07-22-2022 1675 Lee Rd Winter Park, FL Groundwater observed at 11.5 ft. WATER LEVEL OBSERVATIONS PERM (ft/day)PERCENT FINESSAMPLE TYPE1556 5.6 20.4 SAND (SP), gray-brown SAND WITH SILT (SP-SM), light brown to light gray SAND (SP), light gray Boring Terminated at 20 Feet 10.0 18.0 20.0 117 3 11 Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL H1205325A LIVING LIFE DEVEL.GPJ TERRACON_DATATEMPLATE.GDT 8/11/22DEPTH (Ft.)5 10 15 20 WATER LEVELOBSERVATIONSFIELD TESTRESULTSWATERCONTENT (%)LOCATION See Exploration Plan Latitude: 28.6982° Longitude: -81.3218°GRAPHIC LOGDEPTH Page 1 of 1 Advancement Method: Abandonment Method: Notes: Project No.: H1205325A Drill Rig: Mini-ATV BORING LOG NO. S-4 MTH Development, LLCCLIENT: Altamonte Springs, FL Driller: Jose Boring Completed: 07-22-2022 PROJECT: Living Life Development See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. 1201 W. SR 434 Winter Springs, FL SITE: Boring Started: 07-22-2022 1675 Lee Rd Winter Park, FL Groundwater observed at 11 ft. WATER LEVEL OBSERVATIONS PERM (ft/day)PERCENT FINESSAMPLE TYPE1557 CivilCorp Engineering, Inc. Certificate of Authorization No. 29390 630 N Wymore Rd. Ste 310 • Maitland, FL 32751 (407) 755-1700 • www.civilcorpeng.com STORMWATER MANAGEMENT SYSTEM DESIGN REPORT Living Life Development 1201 W SR 434 Winter Springs, Florida Prepared for: LLD WINTER SPRINGS PROPERTY, LLC 146 W PLANT ST, STE 240 Winter Garden, FL 34787 Submitted to: City of Winter Springs St Johns River Water Management District Project No.: 309-001 Date: July 18, 2023 _____________________ Stephen Allen, PE #59994 {affix seal} 1558 Page 2 Project Overview: CivilCorp Engineering, Inc. has been retained by LLD Winter Springs Property, LLC to design the Stormwater Management System and secure all associated permits for an assisted living facility. Exhibits have been attached herein to supplement the design discussion in this report. LLD Winter Springs Property, LLC , currently owns the subject property, Parcel No. 26-20-30-5AR-0D00- 016G, in Winter Springs, Fl. The project is located at 1201 W SR 434 in Winter Springs, FL as illustrated on the attached Location Map (Exhibit A). This site is currently undeveloped and does not have an existing stormwater management system. The project proposes three(3) new buildings and the required infrastructure including parking, utility services, landscaping and a new stormwater management system. The site appears to be in Flood Zone “X” and Zone “AE”, per FEMA Flood Insurance Rate Map Panel 12117C0180F, Community No. 120295, dated September 28, 2017. In addition, no jurisdictional wetland impacts or wetland mitigation are proposed for this project. Existing Conditions: A review of the NCRS Soils Survey of Seminole County, included as Exhibit B, indicates that the two soils on site are Tavares-Millhopper complex (Hydrologic soil group A) and Myakka and EauGallie fine sands(Hydrologic Soil Group A/D) A Geotechnical Exploration Report was conducted by Nodarse & Associates, Inc. and has been included under separate cover. The seasonal high-water table for this site was determined to be 10 feet below existing grade corresponding to elevation 53.5 feet NAVD. In addition, the horizontal hydraulic conductivity was found to be 10 feet per day. The existing topography of the project site shows that the site drains North towards Lake Talmo. This has been illustrated on the Exhibit C, Existing Drainage Basin Map. 1559 Page 3 Design Criteria: The proposed stormwater management system for this project was designed to meet the water quality and discharge criteria for City of Winter Springs and St Johns River Water Management District (SJRWMD). City of Winter Springs • In accordance with the City of Winter Springs – The stormwater runoff volume and rate from the 25 YR – 24 HR, for the post development condition, shall not exceed that for the pre-development condition. • Flow quantities off-site are not to exceed that prior to development. The stormwater runoff volume and rate from the "design storm", for the post development condition, shall not exceed that for the pre-development condition. SJRWMD • In accordance with SJRWMD, dry retention ponds for a Standard General Stormwater Permit are required to treat the first ½” over the project area or 1.25” times the impervious area, whichever is greater, plus an additional ½” over the project area for an on-line system. The system shall recover the water quality, or treatment, volume within 72 hours using a safety of factor of 2 (Tested Horizontal Hydraulic Conductivity divided by 2). In addition, the post- development runoff rate shall not exceed the pre-development runoff rate for the 25-year, 24 hour (8.5 inches) storm event. Design Narrative: As described above, the existing topography of the project site allows for the majority of stormwater runoff to flow towards Lake Talmo. The total area of the property is 358,729 SF (8.24 acres). Following development, only 226,579 SF (5.202 acres) total project area will be impacted, with 148,972 SF constructed as impervious area. In the post development conditions, there will be two drainage basin. Post-Basin 1 drains to an underground detention system for treatment and attenuation, before discharging to Lake Talmo. Post- Basin 2 drains directly to Lake Talmo. See Exhibit D for the Post Development Basin Maps. The detention system will achieve the required treatment volume at an approximate elevation of 57.25 ft-NAVD. The weir elevation was chosen based on the volume differential between the 25 year / 24 hour pre and post volume. This resulted in a weir elevation of 60.67 ft-NAVD. Calculations for the treatment volume can be found in the Exhibit E. The underground system will hold the required volume and discharge to Lake Talmo. The input/output report for each design storm has been attached as Exhibits E & F. SJRWMD requires that the total treatment volume be recovered in 72 hours. 1560 Page 4 The treatment volume is recovered in 24 hours. This is demonstrated in Exhibit G, Drawdown Calculations. Tailwater Elevations for 10 year 24 hour and 25 year 24 hour storm events: The tail water elevation was estimated based on a proration of the rainfall amounts for the 10 year and 25 year storms to the rainfall amount of the 100 year 24 hour storm, multiplied by the difference in the 100 year flood elevation of 59.00 ft. NAVD88 and the Lake Talmo normal stage of 54.00 ft. NAVD88. The time stage was then estimated to occur a few hours after the peak discharge of the site storm water pond due to the significant difference in overall Time of Concentration for the site compared to the basin discharging to Lake Talmo. Example Calculation for the 10 year 24 hour storm Elevation = 6.17”/10.4” x (59.00 ft. – 54.00 ft.) = 2.97 ft. + 54.00 ft. = 56.97 ft. NAVD88 Example Calculation for the 25 year 24 hour storm Elevation = 7.65”/10.4” x (59.00 ft.- 54.00 ft.) = 3.68 ft. + 54.00 ft. = 57.68 ft. NAVD88 Tailwater Elevations for 100 year 24 hour: Tailwater elevation for the 100 year 24 hour storm was set to 59.00 ft NAVD88, which is the established base flood elevation. 1561 Page 5 A summary of the design analysis results are listed below. Summary of Stormwater System Analyses: 1. Total site drainage area: 5.202 acres (226,579 SF) Total impervious area: 3.420 acres (148,972 SF) 2. Water quality treatment volume to be retained: SJRWMD = ½” over project area + 1.25” over impervious area = 24,959 CF 3. Pre-development runoff rates: SJRWMD & City of Winter Springs 25-year/24 hour = 2.82 CFS Mean Annual Storm Event= 0.15 CFS 4. Post-development runoff rates: SJRWMD & City of Winter Springs 25-year/24 hour = 0.85 CFS Mean Annual Storm Event= 0.02 CFS 5. Peak Stage: 100-year/24hour = 61.31 ft-NAVD SJRWMD & City of Winter Springs 25-year/24 hour = 60.78 ft-NAVD SJRWMD & City of Winter Springs 10-year/24 hour = 60.18 ft-NAVD Mean Annual Storm Event= 58.30 ft-NAVD 1562 Page 6 Operation and Maintenance Instructions Living Life Development 1201 W. SR 434, Winter Springs, FL Stormwater Management Systems should be inspected on a routine basis to ensure that they are functioning properly. Inspections should be performed on a monthly and semi-annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance operations to help plan future work and identify facilities requiring attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. Remember, the SJRWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. A. General Normal maintenance requirements are as follows: a) Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris should be removed. b) Sod should be routinely thatched. c) The bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. d) Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. e) Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is flowing at a substantial rate. f) The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. g) Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. h) Outlets should be inspected for clogging and erosion. i) Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. B. Catch Basins Catch basins should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of catch basins. Filter bags can be 1563 Page 7 used in catch basins at street grade to reduce the frequency of cleaning catch basins and outfall pipes. C. Methods and Equipment for System Maintenance Various types of equipment are commercially available for maintenance of stormwater management systems. The most frequently used equipment and techniques are listed below: a. Vacuum Pump This device is normally used to remove sediment from sumps and pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m3) holding tank and a vacuum pump that has a 10-inch (254 mm) diameter flexible hose with a serrated metal end for breaking up cake sediment. A two-man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). b. Water Jet Spray This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m3) water supply. A 3-inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This system should not be used to clean erodible trench walls. c. Fire Hose Flushing This equipment consists of various fittings that can be placed on the end of a fire hose such as rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material form walls. d. Sewer Jet Flusher Sewer jet flushers area usually truck-mounted and consists of a large water tank of at least 1,000 gallons (3.785 m3), a triple action water pump capable of producing 1,000 psi (6,900 kN/m2) or more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet (153 m) of 1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 psi (4,140 kN/m2) is required. All material is flushed ahead of the nozzle by spray action. This 1564 Page 8 extremely mobile machine can be used for cleaning areas with light grease problems, sand and gravel infiltration, and for general cleaning. References 1. Sewer Maintenance Manual prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, R.R., Smith, R.E., Shirley, E.C., “Infiltration Drainage of Highway Surface Water”, Transportation Laboratory, California Department of Transportation, Research Report M&R 632820- 1, August, 1969. 1565 Page 9 List of Exhibits Exhibit A: Site Location Map Exhibit B: SCS Soils Information Exhibit C: Existing Drainage Basin Map Exhibit D: Proposed Drainage Basin Map Exhibit E: CN & Treatment Volume Calculations Exhibit F: SJRWMD and City of Winter Springs Routing Calculations Exhibit G: SJRWMD Drawdown Calculations Exhibit H: Secondary Stormwater Calculations 1566 Exhibit A Site Location Map 1567 Site Location 1201 W SR 434 Winter Springs, FL 26-20-30-5AD-0D00-016G 33-20-30-513-0C00-0010 SITE 1568 Exhibit B SCS Soils Information 1569 Hydrologic Soil Group—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/19/2020 Page 1 of 43174500317454031745803174620317466031747003174740317478031745003174540317458031746203174660317470031747403174780468190468230468270468310468350468390468430468470468510468550468590468630 468190 468230 468270 468310 468350 468390 468430 468470 468510 468550 468590 468630 28° 41' 59'' N 81° 19' 32'' W28° 41' 59'' N81° 19' 15'' W28° 41' 50'' N 81° 19' 32'' W28° 41' 50'' N 81° 19' 15'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 50 100 200 300 Feet 0 30 60 120 180 Meters Map Scale: 1:2,050 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. 1570 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available 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. Hydrologic Soil Group—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/19/2020 Page 2 of 4 1571 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 20 Myakka and EauGallie fine sands A/D 2.6 17.5% 31 Tavares-Millhopper complex, 0 to 5 percent slopes A 8.7 58.5% 99 Water 3.6 24.0% Totals for Area of Interest 14.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Hydrologic Soil Group—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/19/2020 Page 3 of 4 1572 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/19/2020 Page 4 of 4 1573 Exhibit C Existing Drainage Basin Map 1574 1575 Exhibit D Proposed Drainage Basin Map 1576 1577 Exhibit E CN & Treatment Volume Calculations 1578 Pre-developed Condtions: Improved portions of the site Determine Composite Rational "C" and "CN" Area (sf) C CN C*A CN*A 226,579 0.20 43 45,316 9,742,897 226,579 Composite Value 0.20 43 CCN Post-developed Condtions:Basin 1 Improved portions of the site Determine Composite Rational "C" and "CN" Area (sf) C CN C*A CN*A 147,350 0.95 98 139,983 14,440,300 37,741 0.20 39 7,548 1,471,899 185,091 Composite Value 0.80 86 CCN Post-developed Condtions: Basin 2 Improved portions of the site Determine Composite Rational "C" and "CN" Area (sf) C CN C*A CN*A 1,622 0.95 98 1,541 158,956 39,866 0.20 39 7,973 1,554,774 41,488 Composite Value 0.23 41 CCN Post-Development Stage Vs. Storage: Total Total Impervious Pervious Land Use Living Life Development 1130 W. SR 434 Winter Springs CN Calculations Land Use Perivious - A soil (WOODS/GRASS-FAIR) Total Land Use Impervious Pervious 1579 Stage (ft) Volume (cf) Volume (af)STORMTECH1 STORMTECH 2 STORMTECH 3 61.10 77071 1.769 30065 31684.35 15321.62 61.02 76330 1.752 29772 31384.03 15173.96 60.93 75588 1.735 29478 31083.71 15026.31 60.85 74846 1.718 29184 30783.39 14878.65 60.77 74105 1.701 28891 30483.07 14731.00 60.68 73363 1.684 28597 30182.75 14583.34 60.60 72622 1.667 28303 29882.44 14435.69 60.52 71880 1.650 28010 29582.12 14288.03 60.43 71138 1.633 27716 29281.80 14140.38 60.35 70397 1.616 27423 28981.48 13992.72 60.27 69655 1.599 27129 28681.16 13845.07 60.18 68914 1.582 26835 28380.84 13697.41 60.10 68172 1.565 26542 28080.53 13549.76 60.02 67417 1.548 26243 27774.49 13399.42 59.93 66630 1.530 25932 27454.84 13242.71 59.85 65819 1.511 25612 27125.24 13081.34 59.77 64982 1.492 25283 26784.71 12914.85 59.68 64080 1.471 24928 26416.12 12735.20 59.60 63098 1.449 24544 26013.77 12539.72 59.52 62064 1.425 24140 25589.47 12333.95 59.43 60989 1.400 23721 25147.99 12120.13 59.35 59879 1.375 23289 24691.49 11899.28 59.27 58738 1.348 22844 24221.63 11672.17 59.18 57568 1.322 22389 23739.64 11439.38 59.10 56372 1.294 21924 23246.72 11201.48 59.02 55152 1.266 21449 22743.49 10958.75 58.93 53909 1.238 20967 22230.86 10711.63 58.85 52645 1.209 20476 21709.27 10460.31 58.77 51362 1.179 19977 21179.42 10205.13 58.68 50060 1.149 19472 20641.75 9946.29 58.60 48740 1.119 18960 20096.64 9683.96 58.52 47404 1.088 18441 19544.59 9418.40 58.43 46053 1.057 17917 18985.96 9149.76 58.35 44686 1.026 17387 18421.08 8878.19 58.27 43306 0.994 16852 17850.26 8603.84 58.18 41912 0.962 16311 17273.79 8326.86 58.10 40506 0.930 15766 16691.96 8047.37 58.02 39087 0.897 15216 16105.00 7765.48 57.93 37656 0.864 14662 15513.15 7481.30 57.85 36215 0.831 14103 14916.68 7194.97 57.77 34763 0.798 13541 14315.92 6906.63 57.68 33302 0.765 12975 13711.03 6616.37 57.60 31831 0.731 12405 13102.01 6324.18 57.52 30351 0.697 11831 12489.32 6030.27 57.43 28863 0.663 11255 11873.07 5734.70 57.35 27366 0.628 10675 11253.41 5437.53 57.27 25862 0.594 10093 10630.54 5138.87 57.18 24351 0.559 9507 10004.60 4838.78 57.10 22832 0.524 8919 9375.74 4537.32 57.02 21307 0.489 8329 8744.08 4234.55 56.93 19776 0.454 7735 8109.76 3930.55 56.85 18238 0.419 7140 7472.95 3625.38 56.77 16695 0.383 6543 6833.73 3319.09 1580 56.68 15147 0.348 5943 6192.27 3011.75 56.60 13593 0.312 5341 5548.53 2703.35 56.52 12034 0.276 4738 4902.70 2393.97 56.43 10471 0.240 4132 4254.75 2083.60 56.35 8899 0.204 3524 3603.82 1771.86 56.27 8158 0.187 3230 3303.50 1624.21 56.18 7416 0.170 2936 3003.18 1476.55 56.10 6674 0.153 2643 2702.87 1328.90 56.02 5933 0.136 2349 2402.55 1181.24 55.93 5191 0.119 2055 2102.23 1033.59 55.85 4450 0.102 1762 1801.91 885.93 55.77 3708 0.085 1468 1501.59 738.28 55.68 2966 0.068 1175 1201.27 590.62 55.60 2225 0.051 881 900.96 442.97 55.52 1483 0.034 587 600.64 295.31 55.43 742 0.017 294 300.32 147.66 55.35 0 0.000 SJRWMD Dry Retention Pond Water Quality Calculations 1/2" over Drainage Area OR 1.25" times Impervious area, whichever is greater: Drainage Area (sf) Treatment (in) Water Quality Volume (cf) Water Quality Elevation (ft) 226,579 0.5 9441 56.38 OR Impervious Area (sf) Treatment (in) Water Quality Volume (cf) Water Quality Elevation (ft) 148,972 1.25 15518 56.70 SJRWMD Online System Additional 1/2" over Drainage Area to the greatest water Quality volume above: Drainage Area (sf) Treatment (in) Online Additional Volume (cf) Total Water Quality Volume (cf) Water Quality Elevation (ft) 226,579 0.5 9441 24959 57.22 <----- USE Post DEVELOPMENT VOLUME ANALYSIS (SWFWMD) Basin PRE-BASIN Total Pre-Development Peak Runoff Volume (CF) 25YR-24HR 25967 25967 1581 Basin POST-BASIN 1 POST-BASIN 2 Total 73094 60.65 Post-Development Peak Runoff Volume (CF) 25YR-24HR 94086 4975 99061 Volume Differential Volume Differential Elevation 1582 Project:Living Life Development By:STA Basin:Pre Basin Checked: Date: 6/13/22 FLOW TYPE SHEET FLOW 1. Surface Description UnPaved 2. Manning's Roughness Coefficient, n* 0.130 3. Flow Length, L (Max L = 300 ft) 300 (ft.) 4. 2-Year, 24-hour Rainfall, P 4.60 (in.) 5. Calculated Land Slope, s 0.0186 (ft./ft.) 6. Computed Travel Time** 0.30 (hr.) 0.30 (hr.) *n = Cultivated no Crops 18.07 (min.) **Tt = (0.007*(nL)^0.8)/(P^0.5 * s^0.4) SHALLOW CONCENTRATED FLOW & PIPE FLOW 7. Surface Description* (Paved =1; Unpaved =2) 2 8. Flow Length 90 (ft.) 9. Calculated Watercourse Slope 0.0795 (ft./ft.) 10. Average Velocity Calculated; (Assumed for pipe) 4.55 (ft./s) 11. Computed Travel Time** 0.01 (hr.) 0.01 (hr.) *Unpaved: V(ft/s) = 16.1345 (s)^0.5 = 0.33 (min.) Paved: V(ft/s) = 20.3282 (s)^0.5 = **Tt = L/ 3600*V CHANNEL FLOW Surface Description 12. Cross Sectional Flow Area (ft^2) (sf) 13. Wetted Perimeter, Pw (ft2) (ft.) 14. Hydraulic Radius, r = a/Pw (ft) (ft.) 15. Channel Slope, s (ft/ft) (ft./ft.) 16. Manning's Roughness Coefficient (n) 17 Assumed Velocity* (ft/s) (ft./s) 18. Flow Length (ft)(ft.) 19. Computed Travel Time** (hr) (hr.) 0.00 (hr.) * V = 1.49*r^(2/3)9*s^(1/2) 0.00 (min.) **Tt = L/ 3600*V 20. Total Travel Time 0.31 (hr.) 18.40 (min.) TIME OF CONCENTRATION CALCULATIONS 1583 Exhibit F SJRWMD and City of Winter Springs Routing Calculations 1584 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.NodesA Stage/AreaV Stage/VolumeT Time/StageM ManholeBasinsO Overland FlowU SCS Unit CNS SBUH CNY SCS Unit GAZ SBUH GALinksP PipeW WeirC ChannelD Drop StructureB BridgeR Rating CurveH BreachE PercolationF FilterX Exfil TrenchV:STORMTECHU:POST-BASIN1T:PRE-OUTFALLU:PRET:OUTFALLU:POST-BASIN2D:S-511585 ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: POST-BASIN1 Node: STORMTECH Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh323 Peaking Factor: 323.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 4.161 Time Shift(hrs): 0.00 Curve Number: 86.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: POST-BASIN2 Node: OUTFALL Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh323 Peaking Factor: 323.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.072 Time Shift(hrs): 0.00 Curve Number: 41.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: PRE Node: PRE-OUTFALL Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 18.40 Area(ac): 5.202 Time Shift(hrs): 0.00 Curve Number: 43.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: OUTFALL Base Flow(cfs): 0.000 Init Stage(ft): 55.000 Group: BASE Warn Stage(ft): 55.100 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 55.000 9999.00 55.000 ------------------------------------------------------------------------------------------ Name: PRE-OUTFALL Base Flow(cfs): 0.000 Init Stage(ft): 55.000 Group: BASE Warn Stage(ft): 55.100 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 55.000 9999.00 55.000 ------------------------------------------------------------------------------------------ Name: STORMTECH Base Flow(cfs): 0.000 Init Stage(ft): 55.350 Group: BASE Warn Stage(ft): 61.100 Type: Stage/Volume Stage(ft) Volume(af) --------------- --------------- 55.350 0.0000 55.430 0.0170 55.520 0.0340 55.600 0.0510 55.680 0.0680 55.770 0.0850 55.850 0.1020 55.930 0.1190 56.020 0.1360 56.100 0.1530 56.180 0.1700 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 4 1586 56.270 0.1870 56.350 0.2040 56.430 0.2400 56.520 0.2760 56.600 0.3120 56.680 0.3480 56.770 0.3830 56.850 0.4190 56.930 0.4540 57.020 0.4890 57.100 0.5240 57.180 0.5590 57.270 0.5940 57.350 0.6280 57.430 0.6630 57.520 0.6970 57.600 0.7310 57.680 0.7650 57.770 0.7980 57.850 0.8310 57.930 0.8640 58.020 0.8970 58.100 0.9300 58.180 0.9620 58.270 0.9940 58.350 1.0260 58.430 1.0570 58.520 1.0880 58.600 1.1190 58.680 1.1490 58.770 1.1790 58.850 1.2090 58.930 1.2380 59.020 1.2660 59.100 1.2940 59.180 1.3220 59.270 1.3480 59.350 1.3750 59.430 1.4000 59.520 1.4250 59.600 1.4490 59.680 1.4710 59.770 1.4920 59.850 1.5110 59.930 1.5300 60.020 1.5480 60.100 1.5650 60.180 1.5820 60.270 1.5990 60.350 1.6160 60.430 1.6330 60.520 1.6500 60.600 1.6670 60.680 1.6840 60.770 1.7010 60.850 1.7180 60.930 1.7350 61.020 1.7520 61.100 1.7690 ========================================================================================== ==== Drop Structures ===================================================================== ========================================================================================== Name: S-51 From Node: STORMTECH Length(ft): 239.00 Group: BASE To Node: OUTFALL Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 58.600 57.000 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure S-51 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 4 1587 Span(in): 79.00 Invert(ft): 60.670 Rise(in): 9999.00 Control Elev(ft): 60.670 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 100YR24HR Filename: P:\309-001 Living Life Development\STORMWATER\100YR24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 10.40 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 10YR24HR Filename: P:\309-001 Living Life Development\STORMWATER\10YR24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 6.17 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 25YR24HR Filename: P:\309-001 Living Life Development\STORMWATER\25YR24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 7.65 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: MEANANNUAL Filename: P:\309-001 Living Life Development\STORMWATER\MEANANNUAL.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 4.40 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: 100YR24HR Hydrology Sim: 100YR24HR Filename: P:\309-001 Living Life Development\STORMWATER\100YR24HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 999.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 10YR24 Hydrology Sim: 10YR24HR Filename: P:\309-001 Living Life Development\STORMWATER\10YR24.I32 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 4 1588 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 999.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 25YR24HR Hydrology Sim: 25YR24HR Filename: P:\309-001 Living Life Development\STORMWATER\25YR24HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 999.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: MEANANNUAL Hydrology Sim: MEANANNUAL Filename: P:\309-001 Living Life Development\STORMWATER\MEANANNUAL.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 999.000 15.000 Group Run --------------- ----- BASE Yes Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 4 1589 Basin Name: POST-BASIN1 Group Name: BASE Simulation: 100YR24HR Node Name: STORMTECH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 10.400 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 4.161 Vol of Unit Hyd (in): 1.001 Curve Number: 86.000 DCIA (%): 0.000 Time Max (hrs): 12.02 Flow Max (cfs): 26.55 Runoff Volume (in): 8.677 Runoff Volume (ft3): 131056 -------------------------------------------------------------------------------- Basin Name: POST-BASIN2 Group Name: BASE Simulation: 100YR24HR Node Name: OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 10.400 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.072 Vol of Unit Hyd (in): 1.000 Curve Number: 41.000 DCIA (%): 0.000 Time Max (hrs): 12.07 Flow Max (cfs): 1.93 Runoff Volume (in): 2.583 Runoff Volume (ft3): 10052 -------------------------------------------------------------------------------- Basin Name: PRE Group Name: BASE Simulation: 100YR24HR Node Name: PRE-OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.45 Comp Time Inc (min): 2.45 Rainfall File: Flmod Rainfall Amount (in): 10.400 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 18.40 Time Shift (hrs): 0.00 Area (ac): 5.202 Vol of Unit Hyd (in): 1.000 Curve Number: 43.000 DCIA (%): 0.000 Time Max (hrs): 12.18 Flow Max (cfs): 6.94 Runoff Volume (in): 2.855 Runoff Volume (ft3): 53915 -------------------------------------------------------------------------------- Basin Name: POST-BASIN1 Group Name: BASE Simulation: 10YR24HR Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 4 1590 Node Name: STORMTECH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 6.170 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 4.161 Vol of Unit Hyd (in): 1.001 Curve Number: 86.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 14.48 Runoff Volume (in): 4.573 Runoff Volume (ft3): 69074 -------------------------------------------------------------------------------- Basin Name: POST-BASIN2 Group Name: BASE Simulation: 10YR24HR Node Name: OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 6.170 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.072 Vol of Unit Hyd (in): 1.000 Curve Number: 41.000 DCIA (%): 0.000 Time Max (hrs): 12.29 Flow Max (cfs): 0.27 Runoff Volume (in): 0.613 Runoff Volume (ft3): 2386 -------------------------------------------------------------------------------- Basin Name: PRE Group Name: BASE Simulation: 10YR24HR Node Name: PRE-OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.45 Comp Time Inc (min): 2.45 Rainfall File: Flmod Rainfall Amount (in): 6.170 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 18.40 Time Shift (hrs): 0.00 Area (ac): 5.202 Vol of Unit Hyd (in): 1.000 Curve Number: 43.000 DCIA (%): 0.000 Time Max (hrs): 12.35 Flow Max (cfs): 1.24 Runoff Volume (in): 0.737 Runoff Volume (ft3): 13917 -------------------------------------------------------------------------------- Basin Name: POST-BASIN1 Group Name: BASE Simulation: 25YR24HR Node Name: STORMTECH Basin Type: SCS Unit Hydrograph Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 4 1591 Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.650 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 4.161 Vol of Unit Hyd (in): 1.001 Curve Number: 86.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 18.72 Runoff Volume (in): 5.995 Runoff Volume (ft3): 90552 -------------------------------------------------------------------------------- Basin Name: POST-BASIN2 Group Name: BASE Simulation: 25YR24HR Node Name: OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.650 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.072 Vol of Unit Hyd (in): 1.000 Curve Number: 41.000 DCIA (%): 0.000 Time Max (hrs): 12.07 Flow Max (cfs): 0.71 Runoff Volume (in): 1.189 Runoff Volume (ft3): 4626 -------------------------------------------------------------------------------- Basin Name: PRE Group Name: BASE Simulation: 25YR24HR Node Name: PRE-OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.45 Comp Time Inc (min): 2.45 Rainfall File: Flmod Rainfall Amount (in): 7.650 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 18.40 Time Shift (hrs): 0.00 Area (ac): 5.202 Vol of Unit Hyd (in): 1.000 Curve Number: 43.000 DCIA (%): 0.000 Time Max (hrs): 12.31 Flow Max (cfs): 2.82 Runoff Volume (in): 1.367 Runoff Volume (ft3): 25813 -------------------------------------------------------------------------------- Basin Name: POST-BASIN1 Group Name: BASE Simulation: MEANANNUAL Node Name: STORMTECH Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 4 1592 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 4.400 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 4.161 Vol of Unit Hyd (in): 1.001 Curve Number: 86.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 9.39 Runoff Volume (in): 2.912 Runoff Volume (ft3): 43991 -------------------------------------------------------------------------------- Basin Name: POST-BASIN2 Group Name: BASE Simulation: MEANANNUAL Node Name: OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 4.400 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.072 Vol of Unit Hyd (in): 1.000 Curve Number: 41.000 DCIA (%): 0.000 Time Max (hrs): 13.53 Flow Max (cfs): 0.02 Runoff Volume (in): 0.146 Runoff Volume (ft3): 567 -------------------------------------------------------------------------------- Basin Name: PRE Group Name: BASE Simulation: MEANANNUAL Node Name: PRE-OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.45 Comp Time Inc (min): 2.45 Rainfall File: Flmod Rainfall Amount (in): 4.400 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 18.40 Time Shift (hrs): 0.00 Area (ac): 5.202 Vol of Unit Hyd (in): 1.000 Curve Number: 43.000 DCIA (%): 0.000 Time Max (hrs): 12.80 Flow Max (cfs): 0.15 Runoff Volume (in): 0.203 Runoff Volume (ft3): 3841 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 4 1593 Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs OUTFALL BASE 100YR24HR 0.00 55.00 55.10 0.0000 0 12.52 9.18 0.00 0.00 PRE-OUTFALL BASE 100YR24HR 0.00 55.00 55.10 0.0000 0 12.17 6.91 0.00 0.00 STORMTECH BASE 100YR24HR 12.53 61.21 61.10 0.0050 11157 12.00 26.12 12.53 8.31 OUTFALL BASE 10YR24 0.00 55.00 55.10 0.0000 0 12.25 0.26 0.00 0.00 PRE-OUTFALL BASE 10YR24 0.00 55.00 55.10 0.0000 0 12.33 1.23 0.00 0.00 STORMTECH BASE 10YR24 24.84 60.18 61.10 0.0050 8742 12.00 14.18 0.00 0.00 OUTFALL BASE 25YR24HR 0.00 55.00 55.10 0.0000 0 16.16 0.85 0.00 0.00 PRE-OUTFALL BASE 25YR24HR 0.00 55.00 55.10 0.0000 0 12.33 2.82 0.00 0.00 STORMTECH BASE 25YR24HR 16.17 60.78 61.10 0.0050 8807 12.00 18.38 16.17 0.77 OUTFALL BASE MEANANNUAL 0.00 55.00 55.10 0.0000 0 13.50 0.02 0.00 0.00 PRE-OUTFALL BASE MEANANNUAL 0.00 55.00 55.10 0.0000 0 12.83 0.15 0.00 0.00 STORMTECH BASE MEANANNUAL 24.84 58.30 61.10 0.0050 16737 12.00 9.14 0.00 0.00Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 11594 Exhibit G SJRWMD Drawdown Calculations 1595 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:50 Page 1 Project Data Project Name:Living Live Development Simulation Description:SJRWMD Drawdown Project Number:309-001 Engineer :Stephne Allen, PE Supervising Engineer:Stephen Allen, PE Date:07-18-2023 Aquifer Data Base Of Aquifer Elevation, [B] (ft datum):48.70 Water Table Elevation, [WT] (ft datum):54.00 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day):14.67 Fillable Porosity, [n] (%):30.00 Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft):962.9 Equivalent Pond Width, [W] (ft):349.1 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) Area (ft²) 55.35 8899.2 55.43 8899.4 55.52 8899.2 55.60 8899.2 55.68 8899.4 55.77 8899.2 55.85 8899.2 55.93 8899.4 56.02 8899.2 56.10 8899.2 56.18 8899.4 56.27 8899.2 56.35 18855.3 56.43 18766.1 56.52 18705.6 56.60 18645.7 56.68 18580.7 56.77 18516.8 56.85 18447.7 56.93 18376.6 1596 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:50 Page 2 Stage vs Area Data (cont'd.) Stage (ft datum) Area (ft²) 57.02 18300.9 57.10 18220.7 57.18 18137.1 57.27 18049.6 57.35 17958.0 57.43 17860.2 57.52 17759.1 57.60 17654.2 57.68 17536.2 57.77 17418.6 57.85 17296.1 57.93 17164.7 58.02 17025.1 58.10 16879.2 58.18 16726.5 58.27 16565.5 58.35 16396.7 58.43 16218.6 58.52 16031.5 58.60 15834.3 58.68 15622.8 58.77 15400.8 58.85 15165.9 58.93 14911.3 59.02 14644.4 59.10 14351.7 59.18 14041.1 59.27 13697.3 59.35 13318.3 59.43 12892.6 59.52 12406.2 59.60 11785.2 59.68 10831.5 59.77 10039.0 59.85 9729.3 59.93 9447.0 60.02 9060.3 60.10 8899.2 60.18 8899.4 60.27 8899.2 60.35 8899.2 60.43 8899.4 60.52 8899.2 60.60 8899.2 60.68 8899.4 60.77 8899.2 60.85 8899.2 60.93 8899.4 61.02 8899.2 61.10 8899.2 Ditch Data Ditch (or interceptor trench) parallel to length axis is inactive Ditch (or interceptor trench) parallel to width axis is inactive 1597 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:51 Page 3 Discharge Structures Discharge Structure #1 is inactive Discharge Structure #2 is inactive Discharge Structure #3 is inactive 1598 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:51 Page 4 Scenario Input Data Scenario 1 :: SJRWMD Drawdown Hydrograph Type:Slug Load Modflow Routing:Routed with infiltration Treatment Volume (ft³)24959 Initial ground water level (ft datum)54.00 (default) Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 Time After Storm Event (days) 0.700 0.800 0.900 1.000 1.100 1.200 Time After Storm Event (days) 1.300 1.400 1.500 1.600 1.700 1.800 Time After Storm Event (days) 1.900 2.000 2.100 2.200 2.300 2.400 Time After Storm Event (days) 2.500 2.600 2.700 2.800 2.900 3.000 1599 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:51 Page 5 Modflow Log MODFLOW CONTROL PARAMETERS Perimeter boundary condition: constant head Maximum iterations of outer loop: 150 Maximum iterations of inner loop: 60 Horizontal conductivity within pond: 1000000 (if ground water mound is expected to intersect pond bottom) Instantanerous storage coefficient: Volumetric balance Default head closure tolerance: .01 Default residual closure tolerance: .5 Target water budget error: 1 On failure to converge: Rerun limiting inner loop to one iteration > Maximum number of iterations of outer loop: 500 Running Average Porosity is active > Starting on pass: 2 > When outer iteration reaches: 50 > Number of data points: 4 Running Average Pond Stage (for discharge structures with tailwater) is active > Starting on pass: 2 > When outer iteration reaches: 50 > Number of data points: 4 Grid size: 1000 ft (from pond centerline) Mound Output: none Begin Scenario 1 7/18/2023 12:44:45 #WARNING: Modflow did not converge with the following iterations limits: Inner Loop=60, Outer Loop=150 Re-running with the following interation limits: Inner Loop=1, Outer Loop=500 Horizontal conductivity inside pond increased to 1.0000000E+07 ft/day End Scenario 1 7/18/2023 12:44:45 1600 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:52 Page 6 Detailed Results :: Scenario 1 :: SJRWMD Drawdown 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 4159.8330 0.00000 55.35000 7.51892 0 0.000 0.0 0 N.A. 0.002 4159.8330 0.00000 57.19410 7.51035 0 24959.000 45.1 0 S 2.400 0.0000 0.00000 56.56409 0.94540 0 24959.000 11646.5 0 S 4.800 0.0000 0.00000 56.30596 0.41808 0 24959.000 16371.1 0 S 7.200 0.0000 0.00000 56.03411 0.24098 0 24959.000 18870.9 0 S 9.600 0.0000 0.00000 55.84708 0.16767 0 24959.000 20535.3 0 S 12.000 0.0000 0.00000 55.70853 0.12742 0 24959.000 21768.3 0 S 14.400 0.0000 0.00000 55.59967 0.10184 0 24959.000 22737.1 0 S 16.800 0.0000 0.00000 55.51078 0.08420 0 24959.000 23528.2 0 S 19.200 0.0000 0.00000 55.43618 0.07133 0 24959.000 24192.0 0 S 21.600 0.0000 0.00000 55.37227 0.04438 0 24959.000 24760.8 0 S 24.000 0.0000 0.00000 55.34577 0.01147 0 24959.000 24959.0 0 S 26.400 0.0000 0.00000 55.33891 0.00000 0 24959.000 24959.0 0 S 28.800 0.0000 0.00000 55.33196 0.00000 0 24959.000 24959.0 0 S 31.200 0.0000 0.00000 55.32509 0.00000 0 24959.000 24959.0 0 S 33.600 0.0000 0.00000 55.31835 0.00000 0 24959.000 24959.0 0 S 36.000 0.0000 0.00000 55.31176 0.00000 0 24959.000 24959.0 0 S 38.400 0.0000 0.00000 55.30533 0.00000 0 24959.000 24959.0 0 S 40.800 0.0000 0.00000 55.29907 0.00000 0 24959.000 24959.0 0 S 43.200 0.0000 0.00000 55.29297 0.00000 0 24959.000 24959.0 0 S 45.600 0.0000 0.00000 55.28703 0.00000 0 24959.000 24959.0 0 S 48.000 0.0000 0.00000 55.28124 0.00000 0 24959.000 24959.0 0 S 50.400 0.0000 0.00000 55.27560 0.00000 0 24959.000 24959.0 0 S 52.800 0.0000 0.00000 55.27009 0.00000 0 24959.000 24959.0 0 S 55.200 0.0000 0.00000 55.26472 0.00000 0 24959.000 24959.0 0 S 57.600 0.0000 0.00000 55.25947 0.00000 0 24959.000 24959.0 0 S 60.000 0.0000 0.00000 55.25434 0.00000 0 24959.000 24959.0 0 S 62.400 0.0000 0.00000 55.24933 0.00000 0 24959.000 24959.0 0 S 64.800 0.0000 0.00000 55.24442 0.00000 0 24959.000 24959.0 0 S 67.200 0.0000 0.00000 55.23962 0.00000 0 24959.000 24959.0 0 S 69.600 0.0000 0.00000 55.23492 0.00000 0 24959.000 24959.0 0 S 72.000 0.0000 0.00000 55.23032 ---- ---- 24959.000 24959.0 0 N.A. 1601 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:52 Page 7 Summary of Results :: Scenario 1 :: SJRWMD Drawdown Time (hours) Stage (ft datum) Rate (ft³/s) Volume (ft³) Stage Minimum 72.000 55.23 Maximum 0.002 57.19 Inflow Rate - Maximum - Positive 0.002 4159.8330 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 0.002 24959.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.000 24959.0 Infiltration Rate - Maximum - Positive 0.002 7.5103 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 24.000 24959.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.000 24959.0 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 72.000 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 55.31 24959.0 72 Hour Stage and Infiltration Volume 72.000 ???24959.0 1602 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:52 Page 8Plot of Cumulative Volumes and Pond Stage vs Elapsed TimeScenario 1 :: SJRWMD DrawdownY1 Axis:Cumulative InflowCumulative InfiltrationCumulative DischargeY2 Axis:Pond StageElapsed Time (hrs)010203040506070 80Cumulative Volumes (ft³)-10000-50000500010000150002000025000300003500040000Elevation (ft datum)55.255.455.655.856.056.256.456.656.857.057.21603 PONDS Version 3.3.0278 Retention Pond Recovery - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E. Living Live Development 07-18-2023 13:23:52 Page 9Plot of Flow Rates and Pond Stage vs Elapsed TimeScenario 1 :: SJRWMD DrawdownY1 Axis:Inflow RateInfiltration RateDischarge RateY2 Axis:Pond StageElapsed Time (hrs)01020304050607080Volumetric Rate (ft³/s)0500100015002000250030003500400045005000Stage Elevation (ft datum)55.255.455.655.856.056.256.456.656.857.057.21604 Exhibit H Secondary Stormwater Calculations 1605 Scenario: BaseCM-5CM-4CM-3CM-2CM-11CM-10CM-9CM-8CM-7CM-6CM-1Pipe - (3)Pipe - (7)Pipe - (44) O-1O-2O-3S-55S-56S-58S-57S-60S-54S-52S-53S-63 YD-1 (STORM)YD-2 (STORM)Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/15/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1606 Scenario Summary Report Scenario: Base Scenario Summary 1ID BaseLabel Notes Base Active TopologyActive Topology Base User Data ExtensionsUser Data Extensions Base PhysicalPhysical Base Boundary ConditionBoundary Condition Base Initial SettingsInitial Settings Base HydrologyHydrology Base OutputOutput Base Infiltration and InflowInfiltration and Inflow Base Rainfall RunoffRainfall Runoff Base Water QualityWater Quality Base Sanitary LoadingSanitary Loading Base HeadlossHeadloss Base OperationalOperational Base DesignDesign Base System FlowsSystem Flows Base SCADASCADA Base Energy CostEnergy Cost Base Calculation OptionsSolver Calculation Options Gravity Hydraulics 5Maximum Network Traversals Hydraulic GradeStructure Loss Mode 0.001Flow Convergence Test TrueInclude Conduit Flow Travel Time in Design Backwater AnalysisFlow Profile Method FalseSave Detailed Headloss Data? 5Number of Flow Profile Steps Manning'sGravity Friction Method ft0.00Hydraulic Grade Convergence Test FalseUse Explicit Depth and Slope Equations? Actual Uniform Flow Velocity Average Velocity Method FalseIgnore Pipe Travel Time in Carrier Pipes? ft0.00Minimum Structure Headloss FalseCorrect for Partial Area Effects? Pipe with Maximum QV Governing Upstream Pipe Selection Method Inlets Grate and Curb Active Components for Combination Inlets on Grade FalseNeglect Gutter Cross Slope For Side Flow? Grate and Curb Active Components for Combination Inlets In Sag FalseNeglect Side Flow? Grating Parameters (United Kingdom) Grating ParameterGrating Type Page 1 of 376 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/15/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1607 Scenario Summary Report Scenario: Base Grating Parameters (United Kingdom) Grating ParameterGrating Type 30.000P 45.000Q 60.000R 80.000S 110.000T Pressure Hydraulics Water at 20C (68F)Liquid Label Hazen- WilliamsPressure Friction Method Rational Method FalseUse Rational Method Frequency Factors As CA (Traditional)Carryover Modeling Method FalseAllow Runoff Coefficient to Exceed 1.0? Headloss (AASHTO) 0.350Expansion, Ke 0.500Shaping Adjustment, Cs 0.250Contraction, Kc 1.300Non-Piped Flow Adjustment, Cn Bend Angle vs. Bend Loss Curve Bend Loss Coefficient, KbBend Angle (degrees) 0.0000.00 0.19015.00 0.35030.00 0.47045.00 0.56060.00 0.64075.00 0.70090.00 HEC-22 Energy Losses TrueConsider Non-Piped Plunging Flow? HEC-22 Energy Losses (Second Edition) ft0.50Elevations Considered Equal Within 0.950Half Bench Submerged Factor 1.000Flat Unsubmerged Factor 0.070Full Bench Unsubmerged Factor 1.000Flat Submerged Factor 0.750Full Bench Submerged Factor 1.000Depressed Unsubmerged Factor 0.035Improved Bench Unsubmerged Factor Page 2 of 376 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/15/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1608 Scenario Summary Report Scenario: Base HEC-22 Energy Losses (Second Edition) 1.000Depressed Submerged Factor 0.375Improved Bench Submerged Factor 0.150Half Bench Unsubmerged Factor HEC-22 Energy Losses (Third Edition) -0.050Flat Submerged Coefficient -0.850Half Bench Unsubmerged Coefficient -0.050Flat Unsubmerged Coefficient -0.250Full Bench Submerged Coefficient 0.000Depressed Submerged Coefficient -0.930Full Bench Unsubmerged Coefficient 0.000Depressed Unsubmerged Coefficient -0.600Improved Submerged Coefficient -0.050Half Bench Submerged Coefficient -0.980Improved Unsubmerged Coefficient Modified Rational (United Kingdom) FalseApply Areal Reduction Factor?FalsePipe Flow Includes Pipe Travel Time? 1.300Runoff Routing Coefficient (Cr) Page 3 of 376 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/15/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1609 Hydraulic Model Inventory: LIVING LIFE DEVELOPMENT-REV1.stsw P:\309-001 Living Life Development\DWG\309-001 BASE3.dwgTitle Engineer Company 2/15/2023Date Notes Scenario Summary 1ID BaseLabel Notes Base Active TopologyActive Topology Base User Data ExtensionsUser Data Extensions Base PhysicalPhysical Base Boundary ConditionBoundary Condition Base Initial SettingsInitial Settings Base HydrologyHydrology Base OutputOutput Base Infiltration and InflowInfiltration and Inflow Base Rainfall RunoffRainfall Runoff Base Water QualityWater Quality Base Sanitary LoadingSanitary Loading Base HeadlossHeadloss Base OperationalOperational Base DesignDesign Base System FlowsSystem Flows Base SCADASCADA Base Energy CostEnergy Cost Base Calculation OptionsSolver Calculation Options Network Inventory 7Conduits 3Manholes 7-Circle 0Property Connections 0-Box 0Taps 0-Ellipse 0Transitions 0-Virtual 0Cross Sections 0-Irregular Channel 3Outfalls 0-Trapezoidal Channel 11Catchments 0-Triangular Channel 0Low Impact Development Controls 0-Rectangular Channel 0Ponds 0-Pipe-Arch 0Pond Outlet Structures 0Laterals 0Headwalls 0Channels 0Pumps 0Gutters 0Wet Wells 0Pressure Pipes 0Pressure Junctions 8Catch Basins 0SCADA Elements 0-Maximum Capacity 0Pump Stations 8-Full Capture 0Variable Speed Pump Batteries 0-Catalog Inlet 0Air Valves Page 1 of 276 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/15/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1610 Hydraulic Model Inventory: LIVING LIFE DEVELOPMENT-REV1.stsw Circle Inventory ft395.3 ft396.3Total Length ft1.0Circle - 12.0 in Page 2 of 276 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/15/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1611 FlexTable: Catchment TableArea Defined ByFlow (Total Out)(cfs)Time of Concentration(min)Catchment Intensity(in/h)Runoff Coefficient (Rational)Area (User Defined)(ft²)Outflow ElementLabelIDSingle Area6.0210.0007.4100.79044,476.000S-58CM-1291Single Area1.2410.0007.4100.8308,719.000S-57CM-2298Single Area2.1910.0007.4100.73017,532.000S-56CM-3299Single Area2.2510.0007.4100.76017,278.000S-55CM-4300Single Area1.1910.0007.4100.7708,988.000S-52CM-5301Single Area0.7910.0007.4100.8805,266.000S-53CM-6292Single Area1.2310.0007.4100.8608,338.000S-54CM-7293Single Area0.8110.0007.4100.8905,321.000S-60CM-8294Single Area0.1310.0007.4100.3002,495.000YD-1 (STORM)CM-9295Single Area0.0610.0007.4100.2001,773.000YD-2 (STORM)CM-10296Single Area2.1510.0007.4100.95013,190.810S-63 (STORM)CM-11297Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/15/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1612 FlexTable: Conduit TableCapacity (Full Flow)(cfs)Depth (Out)(ft)Velocity(ft/s)Flow(cfs)Manning's nSlope (Calculated)(ft/ft)Length (User Defined)(ft)Invert (Stop)(ft)Stop NodeInvert (Start)(ft)Start Node6.174.252.381.870.0130.0301.056.32O-156.35S-520.944.220.930.180.0120.02445.156.35O-357.42YD-2 (STORM)3.544.225.096.240.0130.0035.356.35O-256.37S-550.064.220.650.790.0130.00073.556.35S-5256.35S-533.544.253.404.180.0130.003105.256.37S-5556.68S-633.544.381.792.190.0130.003129.856.68S-6357.07S-560.943.190.650.130.0120.02436.457.42YD-2 (STORM)58.29YD-1 (STORM)Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/16/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1613 FlexTable: Outfall TableFlow (Total Out)(cfs)Hydraulic Grade(ft)Elevation (User Defined Tailwater)(ft)Boundary Condition TypeElevation (Invert)(ft)Elevation (Ground)(ft)ID6.2460.5760.57User Defined Tailwater56.3561.662901.8760.5760.57User Defined Tailwater56.3261.663050.1860.5760.57User Defined Tailwater56.3562.16308Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/16/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1614 FlexTable: Catch Basin TableInlet LocationNotesHydraulic Grade Line (In)(ft)Flow (Captured)(cfs)Elevation (Invert)(ft)Elevation (Rim)(ft)Elevation (Ground)(ft)LabelIDIn SagFDOT TYPE 'C' INLET60.580.7956.3561.6061.60S-53278In SagFDOT TYPE 'C' INLET60.571.1956.3561.6261.62S-52279In SagFDOT TYPE 'C' INLET(N/A)1.2358.5361.6061.60S-54281In SagFDOT TYPE 'C' INLET(N/A)0.8157.6261.6261.62S-60282In SagFDOT TYPE 'C' INLET(N/A)1.2456.8161.7561.75S-57283In SagFDOT TYPE 'D' INLET(N/A)6.0257.7061.7061.70S-58284In SagFDOT TYPE 'C' INLET61.212.1957.0761.3261.32S-56287In SagFDOT TYPE 'C' INLET60.622.2556.3761.6161.61S-55289Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/16/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1615 FlexTable: Manhole TableNotesHydraulic Grade Line (In)(ft)Hydraulic Grade Line (Out)(ft)Depth (Out)(ft)Flow (Total Out)(cfs)Elevation (Invert in 1)(ft)Elevation (Rim)(ft)Bolted Cover?Elevation (Ground)(ft)IDYARD DRAIN60.6160.613.670.1857.4262.50True62.50226YARD DRAIN60.6360.632.340.13(N/A)62.50True62.50227PROPOSED STORM MANHOLE61.0661.064.384.1856.6862.33True62.33228Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/16/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1616 Conduit and Pressure Pipe InventoryConduit InventoryLength(All Materials)(ft)Length(Reinforced Concrete)(ft)Length(<Unspecified Material>)(ft)CountConduit Description1.00.01.01Circle - 12.0 in313.8313.80.04Circle - 15.0 in81.50.081.52Circle - 6.0 in396.3313.882.57Total LengthLateral InventoryVolume(gal)Length(All Materials)(ft)Diameter(in)0.00.0All DiametersPage 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-16662/15/2023StormCAD[10.03.04.53]Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw1617 Profile Report Profile: S-53 to O-1 Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/16/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1618 Profile Report Profile: S-56 to O-2 56.2 56.4 56.6 56.8 57 57.2 57.4 57.6 57.8 58 58.2 58.4 58.6 58.8 59 59.2 59.4 59.6000000000001 59.8000000000001 60.0000000000001 60.2000000000001 60.4000000000001 60.6000000000001 60.8000000000001 61.0000000000001 61.2000000000001 61.4000000000001 61.6000000000001 61.8000000000001 62.0000000000001 62.2000000000001 62.4000000000001 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Station (ft) Label: S-56 Type: Catch Basin ID: 287 Label: Pipe - (3) Type: Conduit ID: 273 Label: S-63 Type: Manhole ID: 228 Label: Pipe - (3) (1) Type: Conduit ID: 274 Label: S-55 Type: Catch Basin ID: 289 Label: Pipe - (45) Type: Conduit ID: 275 Label: O-2 Type: Outfall ID: 290 Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/16/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1619 Profile Report Profile: YD-1 (STORM) to O-3 Page 1 of 176 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 2/16/2023 StormCAD [10.03.04.53] Bentley Systems, Inc. Haestad Methods Solution CenterLIVING LIFE DEVELOPMENT-REV1.stsw 1620 1 Edwin Guerrero From:Nick Tafelsky <ntafelsky@winterspringsfl.org> Sent:Monday, November 28, 2022 9:41 AM To:Edwin Guerrero Subject:FW: Engineering Department Review cycle #3 Assignment for SP2021-0002 LIVING LIFE DEVELOPMENT ILF Please see the email below. This will satisfy the requirement for a letter of availability. Nick Tafelsky, AICP Senior City Planner P: (407) 327-5968 F: (407) 327-4753 A: 1126 East State Road 434 Winter Springs, Florida 32708 From: Casey Howard <choward@winterspringsfl.org> Sent: Wednesday, November 23, 2022 1:06 PM To: Nick Tafelsky <ntafelsky@winterspringsfl.org>; Lorna Bradley <lbradley@winterspringsfl.org>; Matthew Linder <mlinder@winterspringsfl.org> Subject: Fwd: Engineering Department Review cycle #3 Assignment for SP2021-0002 LIVING LIFE DEVELOPMENT ILF The utilities department has confirmed that water and sewer is available for this project. Casey Howard, MBA, CPFO, SPHR, SCP Deputy City Manager P: (407) 327-5962 F: (407) 327-4753 A: 1126 East State Road 434 Winter Springs, Florida 32708 ---------- Forwarded message ---------- From: Philip Hursh <phursh@winterspringsfl.org> Date: Nov 23, 2022 12:02 PM Subject: Fwd: Engineering Department Review cycle #3 Assignment for SP2021-0002 LIVING LIFE DEVELOPMENT ILF To: Shawn Boyle <sboyle@winterspringsfl.org>,Casey Howard <choward@winterspringsfl.org> Cc: Did we resolve this question yesterday about this request? This may the same applicant. Sent from my iPhone 1621 Fiscal Impact Analysis Living Life Independent Living Facility - Application Number: SP2021-0002 Winter Springs, FL Independent living communities are for adults, generally ages 55 and older, who don’t need assistance with activities of daily living (ADLs) but are looking for a living environment that offers additional support, onsite amenities and socializing opportunities and activities. The City of Winter Springs approval of the proposed project would allow the subject property (parcels 33-20-30-513-0C00-0010 and 26-20-30-5AR-0D00-016G) to be developed into a 144-unit independent senior living facility with private recreational amenities. Development of the subject property will have a positive increase in the City’s tax base and future recurring property tax revenues without incurring major impacts to city facilities and services or Seminole County public schools. The analysis provides a means of estimating the financial impact of the development as if the project were in existence and in use today. This entails an implicit assumption that changes in taxable value over time will affect city and county revenues. Based on the proposed use of an independent living- senior living facility, the City of Winter Spring’s share of property tax revenue of the proposed buildout is estimated to be $103,261.74 per annum. This compares to just $3,888.78 in 2022 as a vacant property. This estimate does not include tax receipts from the City’s Fire District millage or county millage rates. The existing vacant commercial properties assessed value are $1,613,602 and $233,591. The current estimated construction cost for the project is approximately $41,000,000 based on estimates provide by the general contractor. The tables below provide a more detailed breakdown for the estimated increase in the property tax to be generated by the project. Winter Springs Senior Living Facility Tax Generation Total Units Total Expected Assessed Value* Estimates City Property Tax Receipts Per Unit** Estimated City Revenue Tax** 144 $42,847,193 $717.10 $103,261.74 * Total Expected Assessed Value is estimated construction costs added to existing assessed value of both parcels ** Based off the 2022-2023 City millage rate of 2.41 Winter Springs Senior Living Facility Tax Increase Estimated City Tax Revenue Current City Property Tax (2022) Estimated Increase in City Property Tax Revenue $103,261.74 $3,888.78 $99,372.96 1622 3101 Maguire Boulevard, Suite 265, Orlando, Florida 32803 ■ P: (407) 531-5332 ■ F: (407) 531-5331 ■ www.trafficmobility.com MEMORANDUM November 18, 2022 Re: Living Life Development Parking Evaluation City of Winter Springs, Florida Project № 21022.1 Introduction This Parking Evaluation analysis was conducted for the proposed Living Life independent living facility development located at the northwest corner of SR 434 and Foutaintree Drive, in the City of Winter Springs, Florida. The site location is illustrated in Figure 1. The proposed independent living facility development will consist of 144 dwelling units and provide a total of 158 parking spaces. A preliminary site plan for the development is provided in the Attachments. The City of Winter Springs Land Development Code (LDC) Chapter 9, Section 277 does not include specific parking requirements for Independent Living Residential. However, the LDC does state that multifamily residential is required to provide one (1) parking space per dwelling unit. Applying this standard to the proposed development would result in 144 parking spaces to serve the independent living community. An excerpt of the LDC is included in the Attachments. The applicant, Allonde Development LLC, believes that the proposed parking supply, 158 spaces, will sufficiently address the needs of an independent living community. A considerable number of the proposed units will contain one (1) bedroom. In addition, seniors are less likely to own multiple vehicles with some residents not requiring a privately owned vehicle. Therefore, the vehicle parking demand at independent living communities is lower than that experienced by typical multifamily housing developments. 1623 Figure 1Living Life Development 21022.1 Site Location Map N Not to Scale N Not to Scale N Not to Scale S I T E SIT E SR 434 Fountaintree Dr1624 Living Life Development Parking Evaluation Project № 21022.1 November 18, 2022 Page 3 of 8 Similar Developments and ITE Parking Generation A review of parking supply provided at similar independent living communities was conducted. The comparable sites are listed below, and the locations and layouts are illustrated in Figure 2 through Figure 5. Magnolia Pointe Apartments – 1701 Mercy Drive, Orlando, Florida 32808 El Dorado Apartments – 5520 Casa Blanca Lane, Orlando, Florida 32807 Madison Landing Apartments – 5800 Rio Grande Avenue, Orlando, Florida 32839 Orlando Cloisters – 757 S. Orange Avenue, Orlando, Florida 32801 The ITE Parking Generation Manual, 5th Edition, code 252, provides an 85th percentile peak period parking demand of 0.67 spaces per occupied dwelling unit. The ITE information sheet is provided in the Attachments. Table 1 summarizes the findings of the analysis. Table 1 Parking Ratios As per Table 1, the parking supply ratios of the similar developments range from 0.54 spaces per unit to 1.16 spaces per unit, while the ITE parking ratio is 0.67 spaces per unit The average of the similar developments and ITE results in a parking rate of 0.88 spaces per unit. Development/ITE Code Site No. No. of Units Parking Supply Parking Ratio Magnolia Pointe Apartments 1 168 195 1.16 El Dorado Apartments 2 122 140 1.15 Madison Landing Apartments 3 110 96 0.87 Orlando Cloisters 4 101 55 0.54 ITE Code 252 0.67 0.88 ITE Parking Generation Manual 5th Edition Average 1625 S I T E 1 Figure 2Living Life Development 21022.1 Similar Development Location Map (Site 1) N Not to Scale N Not to Scale N Not to Scale Magnolia Pointe Apartments 1626 S I T E 2 Figure 3Living Life Development 21022.1 Similar Development Location Map (Site 2) N Not to Scale N Not to Scale N Not to Scale El Dorado Apartments 1627 S I T E 3 Figure 4Living Life Development 21022.1 Similar Development Location Map (Site 3) N Not to Scale N Not to Scale N Not to Scale Madison Landing Apartments 1628 S I T E 4 Figure 5Living Life Development 21022.1 Similar Development Location Map (Site 4) N Not to Scale N Not to Scale N Not to Scale Orlando Cloisters 1629 Living Life Development Parking Evaluation Project № 21022.1 November 18, 2022 Page 8 of 8 Conclusions and Recommendations Based on this parking analysis, the recommended parking rate for the design of the site was determined to be 0.88 parking spaces per dwelling unit, which results in 127 parking spaces for the proposed development. The site is proposed with 158 parking spaces to serve the 144 independent living units. The proposed parking supply yields a parking ratio of nearly 1.10 parking spaces per unit, which exceeds the LDC requirement for multifamily apartments and the typical parking supply at similar facilities, and the parking demand by ITE data. Based on this review, the Living Life Development is projected to be adequately served by the proposed 158 parking spaces. 1630 ATTACHMENTS 1631 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCivilCorp Engineering, Inc.630 N Wymore Rd, Ste 310Maitland, FL 32751Phone 407-516-0437Certificate of Authorization No. 29390SITE DATAPROPERTY LOCATION:1201 W SR 434WINTER SPRINGS, FLPARCEL ID:26-20-30-5AD-0D00-016G & 33-20-30-513-0C00-0010LAND OWNERS:MTH DEVELOPMENT, LLC160 N SPRING LAKE DRALTAMONTE SPRINGS, FL 32714PROPERTY ZONING (WINTER SPRINGS):C-1 (NEIGHBORHOOD COMMERCIAL)434 OVERLAYPROPERTY ZONING (LONGWOOD):(DG) - EAST ENDFUTURE LAND USE (WINTER SPRINGS):COMMERCIALFUTURE LAND USE (LONGWOOD):COMMERCIALEXISTING PROPERTY USE:VACANTPROPOSED PROPERTY USE:INDEPENDENT LIVING FACILITYSETBACK & BUFFER REQUIREMENTSBUILDINGFRONT (EAST) 25'SIDE (NORTH) 15'SIDE (SOUTH) 15'REAR (WEST) 15'LOT COVERAGE CALCULATIONS (EXISTING)IMPERVIOUS 21,295 SF 5.94%PERVIOUS 254,653 SF 70.99%LAKE TALMO 82,781 SF 23.08%TOTAL SITE AREA358,729 SF100.00%LOT COVERAGE CALCULATIONS (PROPOSED)IMPERVIOUS 173,150 SF 48.27%PERVIOUS 102,798 SF 28.66%LAKE TALMO 82,781 SF 23.08%TOTAL SITE AREA358,729 SF100.00%TOTAL BUILDING AREA: 53,838 SFPROPOSED DENSITY (DU/ACRE) : 17 DU/ACREGREEN SPACEPROPOSED = 91,493 SFIRRIGABLE AREAPROPOSED = 91,493 SFPROPOSED BUILDING HEIGHTS:EAST WING( 4 STORIES) =48'CLUBHOUSE( 2 STORIES)= 49' - 5"WEST WING (4 STORIES) = 48'PARKING REQUIRED:ACCORDING TO HAWTHORN PARKING STUDY(SEE NOTE BELOW) CONTINUING CARE RETIREMENT COMMUNITY .64 SPACES PER DWELLING UNIT0.64 X (144 UNITS)= 92 SPACESPARKING REQUIRED: 92 SPACES*NOTE: PER HAWTHORN PARKING STUDY PROVIDED TO CITY OF WINTERSPRINGS. THE REQUIRED PARKING IS .64 SPACES PER DWELLING UNITS.VISITOR PARKING REQUIRED: 10 SPACESEMPLOYEE PARKING REQUIRED: 25 SPACESTOTAL PARKING REQUIRED= 92 +10 + 25=127 SPACES REQUIREDPARKING PROPOSED(143) 90° REGULAR SPACES + (15) 90° HANDICAPPED SPACESTOTAL = 158 PARKING SPACES PROVIDEDBICYCLE PARKING REQUIREDFOR DEVELOPMENTS THAT REQUIRED TEN (10) OR MORE VEHICULAR SPACES, TWO (2) BICYCLE SPACES SHALL BE REQUIRED, PLUS ONE(1) ADDITIONAL BICYCLE PARKING SPACE FOR EACH TEN (10) VEHICULAR PARKING SPACES ABOVE TEN (10)PROVIDED THAT NO MORE THAN EIGHT(8) BICYCLE PARKING SPACES ARE REQUIRED FOR ANY ONE (1) ESTABLISHMENT WITHIN ANY ZONING DISTRICT.8 BICYCLE SPACES REQUIREDBICYCLE PARKING PROPOSED18 SPACES PROVIDEDPHASINGTHE SITE INFRASTRUCTURE WILL BE DEVELOPED IN ONE PHASE.SOLID WASTE SERVICEON-SITE DUMPSTER WITH PICK UPSERVICE THROUGH WASTE MANAGEMENT SYSTEM OF WINTER SPIRNGS,FLFLOOD ZONEIN ZONES "X" (AREA OF MINIMALFLOODING) AND "AE" (AREA OF 100-YEAR FLOOD) PER FLOOD INSURANCERATE MAP PANEL NUMBER 12117C0155F,DATED SEPTEMBER 28, 2007.SCHOOL AGE POPULATIONNOT APPLICABLEVEGETATIONSITE IS HEAVILY VEGETATEDHOURS OF OPERATION:24 HOURS A DAYDELIVERY TRUCK HOURS OF OPERATION7AM - 8PMTYPE OF CONSTRUCTION:CMU & HOLLOW CORE SLAB1632 Sec. 9-277. -Off-street parking requirements. There shall be provided at the time of the erection of any principal building or structure, and at the time any principal building or structure is enlarged or increased in capacity by the addition of dwelling units, guestrooms, floor area or seats, minimum off-street automobile parking space with adequate provisions for ingress and egress by an automobile of standard size, in accordance with the following requirements: (1) Central business district. The area known as the central business district and more particularly described as follows shall be exempted from furnishing parking spaces as required herein. (2) One-family dwellings. Two (2) parking spaces per family dwelling unit, at least one (1) of which shall be located back of the building line, except in the R-1AA one-family dwelling zone, both of which such spaces shall be located back of the building line. (3) Two-family and multiple dwellings. One (1) parking space per dwelling unit, such space to be located back of the building line. (4) Hotels. One (1) parking space for each three (3) guests or sleeping rooms or suites, plus one (1) additional parking space to be located for each five (5) employees. (5) Tourist homes, cabins and motels. One (1) parking space for each guest or sleeping room or suite, plus one (1) additional space to be located for each five (5) employees. (6) Trailer courts or camps. One (1) parking space for each trailer space. (7) Lodging houses, rooming and boarding houses. One (1) parking space for each two (2) guestrooms, plus one (1) additional space for owner or manager if resident on the premises. (8) Fraternal organizations, lodges or private clubs. One (1) parking space for each five (5) active members, resident in the county plus one (1) additional space for each two (2) employees. (9) Hospitals. One (1) parking space for each four (4) patient beds (exclusive of bassinets) plus one (1) parking space for each staff or visiting doctor (based on the average number), plus one (1) parking space for each four (4) employees, including nurses. (10) Sanitariums or convalescent homes. One (1) parking space for each six (6) patient beds, plus one (1) parking space for each staff or visiting doctor (based on average number), plus one (1) parking space for each four (4) employees, including nurses. (11) Medical or dental clinics. Three (3) parking spaces for doctors, plus one (1) additional parking space for every two (2) employees. (12) Mortuaries or funeral parlors. Space for all official vehicles, plus one (1) additional space for each family resident on the premises, plus three (3) parking spaces for each four (4) employees (other than those residents of the premises), plus such additional space for funeral visitors as shall be determined by the planning and zoning board to be necessary, considering factors such as number of funerals that can be handled at the same time, the size of the facilities, the economic characteristics of the group catered to, et cetera. (13) Welfare institutions (asylums, orphanages, et cetera). One (1) parking space for each doctor (staff or visiting) associated with the institution, plus additional parking spaces equal to seventy-five (75) percent of the number of employees, plus such additional space for business and social visitors as shall be 1633 1634 LIVING LIFE DEVELOPMENT Project № 21022 April 2021 TRAFFIC IMPACT ANALYSIS CITY OF WINTER SPRINGS FLORIDA Prepared by: 3101 Maguire Boulevard, Suite 265 Orlando, Florida 32803 www.trafficmobility.com (407) 531-5332 Prepared for: Allonde Development LLC 160 N Spring Lake Drive Altamonte Springs, Florida 32714 16351766 Living Life Development Traffic Impact Analysis Project № 21022 Executive Summary EXECUTIVE SUMMARY Project Information Name: Living Life Development Location: East of the intersection of US 17-92 and State Road 434 at the northwest corner of SR 434 and Fountaintree Drive Jurisdiction City of Winter Springs, Florida Description: 140 Senior Housing Units Findings Trip Generation: 538 Daily Trips / 28 AM Peak Hour Trips / 36 PM Peak Hour Trips Access Plan: Two (2) full access driveways; one (1) on Talmo Street and one (1) on Fountaintree Drive. Roadway Capacity: The roadway segment capacity indicates that the study segments currently operate adequately and are projected to continue to do so at project buildout. Intersection Capacity: The signalized intersections will operate at an adequate level of service (LOS); except for the US 17-92 and SR 434 intersection. The intersection of US 17-92 and SR 434 will continue to experience delays in the eastbound approach in both the AM and PM peak hour scenarios. The intersection is already signalized, has dual left and separate right turn lanes, and the eastbound through lanes are limited to two lanes due to right-of-way; therefore, there are no recommended improvements. 16361767 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic & Mobility Consultants LLC, a corporation authorized to operate as an engineering business, CA-30024, 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: Living Life Development LOCATION: City of Winter Springs, Florida CLIENT: Allonde Development 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. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. TRAFFIC & MOBILITY CONSULTANTS LLC 3101 MAGUIRE BOULEVARD, SUITE 265 ORLANDO, FLORIDA 32803 CERTIFICATE OF AUTHORIZATION CA-30024 CHARLOTTE N. DAVIDSON, P.E. NO 50725 16371768 Living Life Development Traffic Impact Analysis Project № 21022 Table of Contents i TABLE OF CONTENTS Page 1.0 INTRODUCTION ............................................................................................................. 1 1.1 Study Area ................................................................................................................... 1 2.0 EXISTING CONDITIONS ANALYSIS ............................................................................. 3 2.1 Roadway Segment Capacity ........................................................................................ 3 2.2 Intersection Capacity ................................................................................................... 4 3.0 PROJECT TRAFFIC ....................................................................................................... 7 3.1 Trip Generation ............................................................................................................ 7 3.2 Trip Distribution ............................................................................................................ 7 4.0 PROJECTED CONDITIONS ANALYSIS ........................................................................ 9 4.1 Roadway Segment Capacity ........................................................................................ 9 4.2 Intersection Capacity ..................................................................................................10 5.0 STUDY CONCLUSIONS ................................................................................................13 APPENDICES...........................................................................................................................14 Appendix A Conceptual Site Plan Appendix B Seminole County E+C Data and Service Volumes Appendix C Turning Movement Counts and Seasonal Factor Appendix D HCM Worksheets - Existing Conditions and Signal Timings Appendix E ITE Information Appendix F HCM Worksheets – Projected Conditions 16381769 Living Life Development Traffic Impact Analysis Project № 21022 Table of Contents ii LIST OF TABLES Table 1 Existing Roadway Capacity Analysis ............................................................................ 3 Table 2 Existing Intersection Capacity Analysis ........................................................................ 4 Table 3 Trip Generation Analysis .............................................................................................. 7 Table 4 Projected Roadway Capacity Analysis ......................................................................... 9 Table 5 Projected Intersection Capacity Analysis .....................................................................10 LIST OF FIGURES Figure 1 Site Location Map ....................................................................................................... 2 Figure 2 Existing AM Peak Hour Intersection Volumes ............................................................. 5 Figure 3 Existing PM Peak Hour Intersection Volumes ............................................................. 6 Figure 4 Project Trip Distribution ............................................................................................... 8 Figure 5 Projected AM Peak Hour Intersection Volumes ...........................................................11 Figure 6 Projected PM Peak Hour Intersection Volumes ..........................................................12 16391770 Living Life Development Traffic Impact Analysis Project № 21022 Page 1 1.0 INTRODUCTION This traffic analysis was conducted to assess the impact of the Living Life Development. The project includes 140 senior housing units, with buildout year 2024. The site is located at the east of the intersection of US 17-92 and State Road 434, at the northwest corner of SR 434 and Fountaintree Drive, in the City of Winter Springs, Florida. Figure 1 depicts the site location and its surrounding transportation network. Access to the site is proposed via two (2) full access driveways; one (1) on Talmo Street and one (1) on Fountaintree Drive. A conceptual site plan is included in Appendix A. 1.1 Study Area In accordance with Seminole County’s Traffic Impact Analysis (TIA) guidelines, all roadway segments within 1-mile of the project will be included in the analysis. Additionally, intersections within ¼-mile of the project will be analyzed for AM and PM peak operations. The study facilities considered in the analysis are as follows: Study Segments (within 1-mile): • SR 434 o CR 427 to US 17-92 o US 17-92 to Belle Avenue • US 17-92 o Dog Track Road/Seminola Boulevard to SR 434 o SR 434 to Shepard Road Study Intersections (within ¼ mile): • SR 434 and US 17-92 • SR 434 and Talmo Street • SR 434 and Fountaintree Drive • SR 434 and N Winter Park Drive 16401771 Figure 1Living Life Development 21022 Site Location Map N Not to Scale N Not to Scale N Not to Scale SITE 1-Mile Radius Site SR 434US 17/92US 17/92Talmo StFountaintree Dr16411772 Living Life Development Traffic Impact Analysis Project № 21022 Page 3 2.0 EXISTING CONDITIONS ANALYSIS 2.1 Roadway Segment Capacity Existing roadway conditions were analyzed by comparing the existing traffic volumes on the roadway segments within a 1-mile study area to the service volumes at the adopted Level of Service (LOS) standard for the roadway segments, as documented in the Seminole County Roadway Concurrency (E+C) Information dated March 27, 2020, included in Appendix B. The daily roadway segment analyses are summarized in Table 1. The analysis indicates that the study segments are currently operating at an acceptable Level of Service (LOS). Table 1 Existing Roadway Capacity Analysis Seg Existing ID Roadway Segment Capacity AADT S3450 SR 434 CR 427 to US 17-92 E 48,000 27,103 C S3455 SR 434 US 17-92 to Belle Ave E 48,000 34,321 D U1720 US 17-92 Dog Track/Seminola Blvd to SR 434 E 60,000 51,384 D U1725 US 17-92 SR 434 to Shepard Rd E 60,000 51,384 D Source: Seminole County Summary of Roadway Concurrency Information, March, 27 2020 Seminole County Generalized Maximum Services Volumes LOS Std LOS 16421773 Living Life Development Traffic Impact Analysis Project № 21022 Page 4 2.2 Intersection Capacity A capacity analysis was performed to determine the operating conditions at the study intersections during the AM and PM peak hour. The traffic counts were taken during the peak season; hence, a peak hour adjustment factor was not required. The analysis was conducted using Synchro software and the methods of the Highway Capacity Manual (HCM) 6th Edition. Existing intersection volumes are presented in Figures 2 and 3. The turning movement counts and seasonal factor report for Seminole County are provided in Appendix C. The results of the intersection analysis, presented in Table 2, indicates that the intersections of the study area currently operate at an adequate LOS. The intersection of US 17-92 and SR 434 experiences delays in the eastbound approach in both the AM and PM peak hour scenarios. Detailed analysis worksheets are included in Appendix D. Table 2 Existing Intersection Capacity Analysis Traffic Control Scenario Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS AM 87.4 F 79.4 E 47.9 D 49.7 D 62.7 E PM 91.2 F 77.2 E 100.2 F 62.2 E 84.4 F AM ------15.5 C -- PM ------13.5 B -- AM 21.9 C 36.6 D 25.0 C 34.4 C 30.8 C PM 111.6 F 32.1 C 29.6 C 27.7 C 74.2 E AM 31.4 C 27.1 C 18.1 B --28.3 C PM 67.2 E 20.0 C 25.4 D --46.9 D Delays expressed in sec/veh SR434 & N Winterpark Dr Signal OverallEBWBNB Signal US 17-92 & SR 434 Signal SB SR 434 & Fountaintree Dr Intersection SR 434 & Talmo St TWSC 16431774 Existing AM Peak Hour Intersection Volumes A M Peak Living Life Development 21022 Figure 2 N Winter Park Dr Fountaintree Dr Talmo St 71473819131 1253 138 130 962 309 176642666143378120US 17/92 SR 434NNot to Scale98 2312493856 2 41 95 2 403078927 8714661 47 13004481 2 39Sunshadow Dr US 17/92 SR 43416441775 Existing PM Peak Hour Intersection Volumes P M Peak Living Life Development 21022 Figure 3 N Winter Park Dr Fountaintree Dr Talmo St 1111601684170 1028 301 189 1275 696 261454421174685239US 17/92 SR 434539 43120113293 12 150 80 9 24124179471 14629082 47 10303545 0 212Sunshadow Dr NNot to ScaleUS 17/92 SR 43416451776 Living Life Development Traffic Impact Analysis Project № 21022 Page 7 3.0 PROJECT TRAFFIC 3.1 Trip Generation The trip generation analysis was conducted using information published by the Institute of Transportation Engineers (ITE) in the Trip Generation Manual, 10th Edition. Table 3 summarizes the resulting trip generation calculation for the site. The ITE information sheets are included in Appendix E. Table 3 Trip Generation Analysis The development will generate a total of 538 new daily trips of which 28 trips will occur during the AM peak hour and 36 trips will occur during the PM peak hour. 3.2 Trip Distribution A trip distribution pattern was determined based on prevailing traffic patterns and knowledge of the transportation network, as well as the location of the site with respect to the development in the area. The project’s trip distribution is illustrated in Figure 4. Rate Trips Rate Total Enter Exit Rate Total Enter Exit 252 Senior Housing Attached 140 DU 3.84 538 0.20 28 10 18 0.26 36 20 16 Trip Generation analysis based on ITE Trip Generation Manual, 10th Edition. Regression Equation used to calculate rates when R2 is greater than 0.75 or there ≥20 studies ITE Code Land Use Size Daily AM Peak Hour PM Peak Hour 16461777 Figure 4Living Life Development 21022 Project Trip Distribution S ite N Not to Scale N Not to Scale N Not to Scale S I T E 25% 20% 25% 70%30% 20% 20% 10% 16471778 Living Life Development Traffic Impact Analysis Project № 21022 Page 9 4.0 PROJECTED CONDITIONS ANALYSIS 4.1 Roadway Segment Capacity Roadway segment analyses were conducted for the study roadway segments using the total projected daily traffic volumes. Total projected and daily traffic volumes were calculated by adding the existing AADT’s (Average Annual Daily Traffic) with the committed trips and project trips, for projected buildout year of 2024. Projected roadway conditions were analyzed by comparing the total projected traffic volumes on the study segments to their respective service volumes at the adopted LOS standard. The projected daily analysis is summarized in Table 4. Table 4 Projected Roadway Capacity Analysis The analysis indicates that the study roadway segments are projected to continue to operate at acceptable LOS at project buildout (2024). Seg Vested ID Roadway Segment Capacity ADT Trips Dist Trips Total S3450 SR 434 CR 427 to US 17-92 E 48,000 27,103 58 70%377 27,538 C S3455 SR 434 US 17-92 to Belle Ave E 48,000 34,321 0 25%135 34,456 D U1720 US 17-92 Dogtrack/Seminole to SR 434 E 60,000 51,384 50 25%135 51,569 D U1725 US 17-92 SR 434 to Shepard Rd E 60,000 51,384 30 20%108 51,522 D Source: Seminole County Summary of Roadway Concurrency Information, March, 27 2020 Seminole County Generalized Maximum Services Volumes LOS Std LOS Existing Project 16481779 Living Life Development Traffic Impact Analysis Project № 21022 Page 10 4.2 Intersection Capacity To assess the operations of the study intersections, a capacity analysis was conducted using the projected traffic volumes and Synchro software using the HCM procedures. Projected peak hour volumes were determined by adding committed and project trips to existing intersection volumes. Committed daily trips were obtained from Seminole County’s Summary of Concurrency Information and were converted to PM peak hour using K=0.09 and D=0.568 factors, recommended by the County. The projected AM and PM peak hour turning movement volumes are illustrated in Figures 5 and 6, respectively. The results of the intersection analysis, summarized in Table 5, indicates that the signalized intersections and project access driveways will operate at an adequate overall LOS; except for the intersection of US 17-92 and SR 434, which is projected to LOS F during the PM peak hour. The signalized intersections will experience further delays for some approaches in either the AM and/or PM peak hour scenarios due to the background traffic at the intersections. Detailed analysis worksheets are included in Appendix F. Table 5 Projected Intersection Capacity Analysis Traffic Control Scenario Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS AM 90.0 F 86.1 F 47.6 D 49.4 D 64.9 E PM 91.7 F 77.5 E 102.7 F 63.5 E 85.8 F AM ------15.7 C -- PM ------13.7 B -- AM 21.8 C 37.4 D 25.5 C 38.2 D 31.4 C PM 111.6 F 32.6 C 29.7 C 28.0 C 74.2 E AM 31.5 C 27.1 C 18.5 B --28.4 C PM 81.1 F 20.5 C 25.5 C --55.0 D Delays expressed in sec/veh WB NB SB Overall US 17-92 & SR 434 Signal Intersection EB SR 434 & Talmo St TWSC SR434 & N Winterpark Dr Signal SR 434 & Fountaintree Dr Signal 16491780 Projected AM Peak Hour Intersection Volumes A M Peak Living Life Development 21022 Figure 5 N Winter Park Dr Fountaintree Dr Talmo St 7+(1)=81473+(6)=1479819+(7)=826131+{1}=132 1253+{1}=1254 138+(1)=139 130+{2}=132 962 309+(4)=313 176+(4)=180642+(4)=646666+(4)=670143+{1}=144378+(2)=380120+{2}=122US 17/92 SR 434 9+(6)=158 23+(2)=251249+(1)=12503856 2 41 95+(6)=101 2 40+(6)=4630+(7)=3778927871+(4)=87546+(2)=4861+(1)=62 47 1300+(2)=13024481 2 39Sunshadow Dr Legend: Background + {Committed} + (Project) = Total NNot to ScaleUS 17/92 SR 434SITE 16501781 Projected PM Peak Hour Intersection Volumes PM Peak Living Life Development 21022 Figure 6 N Winter Park Dr Fountaintree Dr Talmo St 11+(2)=131160+(5)=11651684+(14)=1698170+{1}=171 1028 301+(4)=305 189+{2}=191 1275+{1}=1276 696+(5)=701 261+(3)=264454+(4)=458421+(4)=425174+{1}=175685+(5)=690239+{2}=241US 17/92 SR 4345+(6)=1139 43+(4)=471201+(2)=120313293 12 150 80+(5)=85 9 24+(5)=29124+(14)=1281794711462+(3)=146590+(2)=9282+(2)=84 47 1030+(4)=10343545 0 212Sunshadow Dr Legend: Background + {Committed} + (Project) = Total NNot to ScaleUS 17/92 SR 434SITE 16511782 Living Life Development Traffic Impact Analysis Project № 21022 Page 13 5.0 STUDY CONCLUSIONS This traffic analysis was conducted to assess the impact of the Living Life Development which consists of 140 Senior Housing Units. The site is located on the east of the intersection of US 17- 92 and SR 434, at the northwest corner of SR 434 and Fountaintree Drive, in the City of Winter Springs, Florida. The study included a determination of project trip generation and a review of existing and projected roadway capacity and intersection operations. The results of the traffic analysis are summarized as follows: • The development is projected to generate a total of 538 new daily trips of which 28 trips occur during the morning peak hour and 36 trips occur during the evening peak hour. • An analysis of roadway segment capacity indicates that the study segments currently operate adequately and are projected to continue to do so at project buildout. • An analysis of the study intersections reveals that the signalized intersections will operate at an adequate LOS; except for the intersection of US 17-92 and SR 434 which is projected to operate at LOS F during PM peak hour. The signalized intersections will experience delays for some approaches in either the AM and/or PM peak hour scenarios due to the background traffic at the intersections. • All project access driveways will operate at acceptable LOS. 16521783 APPENDICES 16531784 Appendix A Conceptual Site Plan 16541785 XXXXXXX45.89'25.00'CENTE L1L2 L 3 L4 L 5L6L7L8L9L10L11L12L13L14 L15 L16W1W2W3W4W5W6 W7W8W9W10W11W12W13W14SITE BENCHMARKSET NAIL AND DISC#4887 ELEV = 58.37X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWETLANDLINEPOINT OF BEGINNINGSITE BENCHMARKSET NAIL AND DISC#4887 ELEV = 69.55LINE, LOT 16, BLOCK D, D.R. MITCHELL'SSURVEY OF THE LEVY GRANTPLAT BOOK 1, PAGE 5AND E. LINE TALMO SUBDIVISIONPLAT BOOK 9, PAGE 10595 9 595 9 59 5959XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXCivilCorp Engineering, Inc. 630 N Wymore Rd, Ste 310 Maitland, FL 32751 Phone 407-516-0437 Certificate of Authorization No. 29390 16551786 Appendix B Seminole County E+C Data and Service Volumes 16561787 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 Friday, March 27, 2020 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. 16571788 RKEY Roadway Name From To U1705 U.S. 17-92 Lake of the Woods Blvd S.R. 436 Committed Trips 629 Net Available Capacity 10,171 Current Traffic Count 49,200 Roadway Link Capacity 60,000 U1710 U.S. 17-92 S.R. 436 Triplet Lake Dr Committed Trips 44 Net Available Capacity 1,741 Current Traffic Count 58,215 Roadway Link Capacity 60,000 U1715 U.S. 17-92 Triplet Lake Dr Dogtrack/Seminola Committed Trips 15 Net Available Capacity 6,779 Current Traffic Count 53,206 Roadway Link Capacity 60,000 U1720 U.S. 17-92 Dogtrack/Seminola SR 434 Committed Trips 50 Net Available Capacity 8,566 Current Traffic Count 51,384 Roadway Link Capacity 60,000 U1725 U.S. 17-92 SR 434 Shepard Rd Committed Trips 30 Net Available Capacity 8,586 Current Traffic Count 51,384 Roadway Link Capacity 60,000 U1728 U.S. 17-92 Shepard Rd General Hutchison Pkwy Committed Trips 105 Net Available Capacity 13,504 Current Traffic Count 34,391 Roadway Link Capacity 48,000 U1729 U.S. 17-92 General Hutchison Pkwy S.R. 419/C.R. 427 Committed Trips 217 Net Available Capacity 4,376 Current Traffic Count 43,407 Roadway Link Capacity 48,000 U1730 U.S. 17-92 S.R. 419/C.R. 427 C.R. 427 Committed Trips 217 Net Available Capacity 13,640 Current Traffic Count 34,143 Roadway Link Capacity 48,000 U1740 U.S. 17-92 C.R. 427 Lake Mary Blvd Committed Trips 466 Net Available Capacity 13,391 Current Traffic Count 34,143 Roadway Link Capacity 48,000 Friday, March 27, 2020 Page 46 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. 16581789 TRANSPORTATION TRA Exhibit-18 Last amended on 12/09/2008 by Ord. 2008-44 Generalized Maximum Service Volumes for State Roadways Source: Seminole County (2008) Annual Average Daily Volumes Arterials LOS 2-Lane 4-Lane 6-Lane 8-Lane A 14,385 16,000 25,000 34,000 B 15,750 25,000 35,000 45,000 C 16,380 33,000 45,000 57,000 D 17,325 40,000 52,000 64,000 E 18,270 48,000 60,000 72,000 Freeways LOS 4 6 8 A 27,800 41,700 55,500 B 42,800 64,300 85,700 C 61,100 91,600 122,200 D 73,800 110,700 147,600 E 79,300 119,000 158,700 Peak Hour Directional Volumes Arterials LOS 2-Lane 4-Lane 6-Lane 8-Lane A 670 750 1,170 1,590 B 740 1,170 1,640 2,110 C 770 1,540 2,100 2,660 D 810 1,760 2,570 3,330 E 850 2,000 2,800 3,600 Freeways LOS 4-Lane 6-Lane 8-Lane A 1,270 1,970 2,660 B 2,110 3,260 4,410 C 2,940 4,550 6,150 D 3,580 5,530 7,480 E 3,980 6,150 8,320 16591790 Appendix C Turning Movement Counts and Seasonal Factor 16601791 TRUE DATE:CITY: LATITUDE:FALSETRUE LOCATION:COUNTY:LONGITUDE:FALSE 10 11 12 2 3 4 14 15 16 6 7 8 TIME NORTHBOUND SOUTHBOUND N/S EASTBOUND WESTBOUND E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 21 169 55 0 245 28 267 20 1 316 561 34 87 28 0 149 139 127 31 0 297 446 1,007 07:15 AM 26 209 51 0 286 46 310 15 0 371 657 26 79 33 0 138 146 159 38 2 345 483 1,140 07:30 AM 25 272 55 0 352 32 367 34 0 433 785 52 104 25 0 181 163 212 40 1 416 597 1,382 07:45 AM 27 272 93 0 392 32 309 37 0 378 770 31 86 34 3 154 168 163 47 4 382 536 1,306 TOTAL 99 922 254 0 1,275 138 1,253 106 1 1,498 2,773 143 356 120 3 622 616 661 156 7 1,440 2,062 4,835 08:00 AM 42 233 83 0 358 37 296 31 0 364 722 29 95 32 3 159 158 147 41 3 349 508 1,230 08:15 AM 36 185 78 0 299 37 281 29 1 348 647 31 93 29 2 155 177 120 48 0 345 500 1,147 08:30 AM 26 206 76 0 308 50 309 33 0 392 700 39 83 46 2 170 142 159 71 0 372 542 1,242 08:45 AM 36 208 75 0 319 43 256 42 1 342 661 37 97 44 6 184 128 141 49 0 318 502 1,163 TOTAL 140 832 312 0 1,284 167 1,142 135 2 1,446 2,730 136 368 151 13 668 605 567 209 3 1,384 2,052 4,782 04:00 PM 27 314 141 2 484 74 233 37 1 345 829 47 173 55 10 285 103 94 65 0 262 547 1,376 04:15 PM 57 283 153 0 493 54 236 47 1 338 831 33 139 75 6 253 105 103 48 3 259 512 1,343 04:30 PM 52 267 129 0 448 58 251 40 1 350 798 60 201 52 7 320 106 124 63 1 294 614 1,412 04:45 PM 47 276 163 0 486 71 231 35 1 338 824 34 161 71 7 273 102 101 50 1 254 527 1,351 TOTAL 183 1,140 586 2 1,911 257 951 159 4 1,371 3,282 174 674 253 30 1,131 416 422 226 5 1,069 2,200 5,482 05:00 PM 49 333 145 0 527 83 263 49 3 398 925 45 192 68 13 318 105 116 82 2 305 623 1,548 05:15 PM 49 328 216 0 593 50 284 55 0 389 982 42 160 62 11 275 107 116 65 0 288 563 1,545 05:30 PM 44 338 172 0 554 97 250 31 1 379 933 53 172 38 8 271 107 121 64 1 293 564 1,497 05:45 PM 47 344 164 0 555 66 209 32 3 310 865 36 141 43 5 225 92 103 47 0 242 467 1,332 TOTAL 189 1,343 697 0 2,229 296 1,006 167 7 1,476 3,705 176 665 211 37 1,089 411 456 258 3 1,128 2,217 5,922 AM Peak 0.916 07:30 AM to 08:30 AM PM Peak 0.959 04:45 PM to 05:45 PM 1 AM 1 4 PM 170 1,028 301 5 MID 1 4 PM 2 2 AM 131 1,253 138 1 2 4 4 1 Daily 2 M AM PM 176 261 642 454 666 421 N 8 4 39 8 O174143 685 378 239 120 PM AM L 1 4 4 2 0 130 962 309 AM 2 4 3 2 1 4 0 189 1,275 696 PM 4 1 DATE:CITY: LATITUDE: LOCATION:COUNTY:LONGITUDE:0 10 11 12 2 3 4 14 15 16 6 7 8 TIME N/S E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 0 5 3 0 8 0 4 2 0 6 14 1 8 0 0 9 3 4 1 0 8 17 31 07:15 AM 1 9 3 0 13 2 5 0 0 7 20 0 5 0 0 5 1 5 2 0 8 13 33 07:30 AM 2 6 1 0 9 1 9 3 0 13 22 3 1 2 0 6 4 7 1 0 12 18 40 07:45 AM 1 7 2 0 10 0 9 0 0 9 19 0 5 2 0 7 1 3 1 0 5 12 31 TOTAL 4 27 9 0 40 3 27 5 0 35 75 4 19 4 0 27 9 19 5 0 33 60 135 08:00 AM 0 8 1 0 9 0 8 1 0 9 18 0 0 0 0 0 5 4 1 0 10 10 28 08:15 AM 1 2 1 0 4 2 5 1 0 8 12 1 2 1 0 4 3 4 0 0 7 11 23 08:30 AM 1 9 4 0 14 0 5 2 0 7 21 1 5 0 0 6 3 5 0 0 8 14 35 08:45 AM 1 1 4 0 6 2 2 0 0 4 10 1 3 0 0 4 1 2 1 0 4 8 18 TOTAL 3 20 10 0 33 4 20 4 0 28 61 3 10 1 0 14 12 15 2 0 29 43 104 04:00 PM 1 5 8 0 14 2 4 0 0 6 20 0 5 0 0 5 1 1 0 0 2 7 27 04:15 PM 0 4 3 0 7 2 3 2 0 7 14 1 5 1 0 7 1 2 1 0 4 11 25 04:30 PM 0 3 1 0 4 0 3 1 0 4 8 0 3 0 0 3 0 0 0 0 0 3 11 04:45 PM 0 3 0 0 3 0 3 1 0 4 7 0 2 0 0 2 0 0 0 0 0 2 9 TOTAL 1 15 12 0 28 4 13 4 0 21 49 1 15 1 0 17 2 3 1 0 6 23 72 05:00 PM 1 3 0 0 4 0 4 0 0 4 8 0 2 1 0 3 1 2 0 0 3 6 14 05:15 PM 0 3 0 0 3 0 1 0 0 1 4 1 2 2 0 5 1 0 0 0 1 6 10 05:30 PM 1 2 0 0 3 0 1 0 0 1 4 1 1 0 0 2 1 1 0 0 2 4 8 05:45 PM 0 2 1 0 3 1 2 0 0 3 6 0 0 1 0 1 1 0 0 0 1 2 8 TOTAL 2 10 1 0 13 1 8 0 0 9 22 2 5 4 0 11 4 3 0 0 7 18 40 AM Peak 07:30 AM to 08:30 AM PM Peak 04:45 PM to 05:45 PM US 17/92 US 17/92 SR 434 SR 434 Peak Hour Factor: 15 MINUTE TURNING MOVEMENT COUNTS (Cars and Trucks) March 11, 2021 (Thursday)Longwood 0 US 17/92 & SR 434 Seminole County 0 1,253 131 1 1,523 2,924 14313096230901,401 138 176 8 1,492 2,141 5,065 Peak Hour Factor: 378 120 8 649 666 642 1,028 170 5 1,504 3,664 1741891,275 696 0 2,160 301 261 4 1,140 2,277 5,941 Southbound North 685 239 39 1,137 421 454 US 17/92Northbound 15 MINUTE TURNING MOVEMENT COUNTS (Trucks Only) March 11, 2021 (Thursday)Longwood 0US 17/92WestboundEastboundSR 434 SR 434 WESTBOUND 4 23 5 0 32 US 17/92 & SR 434 Seminole County US 17/92 US 17/92 SR 434 SR 434 3 31 5 0 39 71 NORTHBOUND SOUTHBOUND EASTBOUND 18 3 0 34 51 12248501713 2 11 0 0 13 0 9 1 0 18 41123300610232730 16611792 TRUE DATE:CITY: LATITUDE:FALSETRUE LOCATION:COUNTY:LONGITUDE:FALSE 10 11 12 2 3 4 14 15 16 6 7 8 TIME NORTHBOUND SOUTHBOUND N/S EASTBOUND WESTBOUND E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 0 0 0 0 0 0 0 3 0 3 3 0 169 0 0 169 0 293 2 0 295 464 467 07:15 AM 0 0 0 0 0 0 0 3 0 3 3 0 166 0 0 166 0 343 3 0 346 512 515 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 179 0 0 179 0 412 1 0 413 592 592 07:45 AM 0 0 0 0 0 0 0 2 0 2 2 0 205 0 0 205 0 377 2 0 379 584 586 TOTAL 0 0 0 0 0 0 0 8 0 8 8 0 719 0 0 719 0 1,425 8 0 1,433 2,152 2,160 08:00 AM 0 0 0 0 0 0 0 3 0 3 3 0 230 0 0 230 0 342 1 0 343 573 576 08:15 AM 0 0 0 0 0 0 0 4 0 4 4 0 205 0 0 205 0 342 3 0 345 550 554 08:30 AM 0 0 0 0 0 0 0 1 0 1 1 0 196 0 0 196 0 387 3 0 390 586 587 08:45 AM 0 0 0 0 0 0 0 1 0 1 1 0 216 0 0 216 0 314 1 0 315 531 532 TOTAL 0 0 0 0 0 0 0 9 0 9 9 0 847 0 0 847 0 1,385 8 0 1,393 2,240 2,249 04:00 PM 0 0 0 0 0 0 0 1 0 1 1 0 382 0 0 382 0 264 0 0 264 646 647 04:15 PM 0 0 0 0 0 0 0 3 0 3 3 0 354 0 0 354 0 237 1 0 238 592 595 04:30 PM 0 0 0 0 0 0 0 3 0 3 3 0 389 0 0 389 0 274 0 0 274 663 666 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 396 0 0 396 0 288 2 0 290 686 686 TOTAL 0 0 0 0 0 0 0 7 0 7 7 0 1,521 0 0 1,521 0 1,063 3 0 1,066 2,587 2,594 05:00 PM 0 0 0 0 0 0 0 1 0 1 1 0 418 0 0 418 0 258 2 0 260 678 679 05:15 PM 0 0 0 0 0 0 0 3 0 3 3 0 428 0 0 428 0 335 4 0 339 767 770 05:30 PM 0 0 0 0 0 0 0 1 0 1 1 0 442 0 0 442 0 279 3 0 282 724 725 05:45 PM 0 0 0 0 0 0 0 2 0 2 2 0 371 0 0 371 0 249 0 0 249 620 622 TOTAL 0 0 0 0 0 0 0 7 0 7 7 0 1,659 0 0 1,659 0 1,121 9 0 1,130 2,789 2,796 AM Peak 0.975 07:30 AM to 08:30 AM PM Peak 0.929 04:45 PM to 05:45 PM 1 AM 1 4 PM 5 0 0 0 MID 1 4 PM 2 2 AM 9 0 0 0 2 4 4 1 Daily 2 M AM PM 7 11 1,473 1,160 0 0 N 0 0 0 0 O00 1,684 819 0 0 PM AM L 1 4 4 2 0 0 0 0 AM 2 4 3 2 1 4 0 0 0 0 PM 4 1 DATE:CITY: LATITUDE: LOCATION:COUNTY:LONGITUDE:0 10 11 12 2 3 4 14 15 16 6 7 8 TIME N/S E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 10 0 0 10 19 19 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 7 0 0 7 16 16 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 11 0 0 11 15 15 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 3 0 0 3 9 9 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 28 0 31 0 0 31 59 59 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 9 0 0 9 11 11 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 5 0 0 5 9 9 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 7 0 0 7 12 12 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 4 0 0 4 9 9 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 16 0 25 0 0 25 41 41 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 2 0 0 2 9 9 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 6 6 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 4 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 17 0 0 17 0 5 0 0 5 22 22 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 6 6 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 3 0 0 3 7 7 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 3 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 9 0 0 9 19 19 AM Peak 07:30 AM to 08:30 AM PM Peak 04:45 PM to 05:45 PM 20100100010000100000000000020 0 28 44 4401600160 WESTBOUND 0 0 0 0 0 Talmo St & SR 434 Seminole County Talmo St SR 434 SR 434 0 0 0 0 0 0 NORTHBOUND SOUTHBOUND EASTBOUND 28 0 Northbound 15 MINUTE TURNING MOVEMENT COUNTS (Trucks Only) March 11, 2021 (Thursday)Longwood 0Talmo StWestboundEastboundSR 434 SR 434 11 0 1,171 2,855 2,860 Southbound North 1,684 0 0 1,684 0 1,160050550000000 7 0 1,480 2,299 2,308 Peak Hour Factor: 819 0 0 819 0 1,473090990000000 Talmo St SR 434 SR 434 Peak Hour Factor: 15 MINUTE TURNING MOVEMENT COUNTS (Cars and Trucks) March 11, 2021 (Thursday)Longwood 0 Talmo St & SR 434 Seminole County 0 16621793 TRUE DATE:CITY: LATITUDE:FALSETRUE LOCATION:COUNTY:LONGITUDE:FALSE 10 11 12 2 3 4 14 15 16 6 7 8 TIME NORTHBOUND SOUTHBOUND N/S EASTBOUND WESTBOUND E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 9 0 6 0 15 9 1 26 0 36 51 7 151 3 0 161 4 284 2 1 291 452 503 07:15 AM 9 0 10 0 19 9 0 26 0 35 54 8 152 5 1 166 5 301 3 0 309 475 529 07:30 AM 27 0 9 0 36 7 0 26 0 33 69 6 162 2 2 172 4 341 2 0 347 519 588 07:45 AM 17 0 12 0 29 10 1 26 0 37 66 6 189 10 3 208 5 296 3 1 305 513 579 TOTAL 62 0 37 0 99 35 2 104 0 141 240 27 654 20 6 707 18 1,222 10 2 1,252 1,959 2,199 08:00 AM 10 0 7 1 18 13 0 29 0 42 60 7 205 2 2 216 11 299 7 1 318 534 594 08:15 AM 15 1 11 0 27 6 0 16 0 22 49 6 214 8 3 231 14 304 7 1 326 557 606 08:30 AM 14 1 11 1 27 11 1 24 0 36 63 11 181 7 1 200 8 350 6 0 364 564 627 08:45 AM 12 0 8 0 20 7 0 19 0 26 46 12 178 7 1 198 12 270 7 2 291 489 535 TOTAL 51 2 37 2 92 37 1 88 0 126 218 36 778 24 7 845 45 1,223 27 4 1,299 2,144 2,362 04:00 PM 25 3 36 0 64 5 1 15 0 21 85 15 341 20 0 376 32 249 4 0 285 661 746 04:15 PM 20 2 30 0 52 4 1 11 0 16 68 16 312 14 2 344 27 191 7 1 226 570 638 04:30 PM 27 0 25 0 52 5 0 17 0 22 74 19 322 18 4 363 14 217 8 0 239 602 676 04:45 PM 18 0 25 0 43 2 2 9 0 13 56 20 348 15 3 386 27 232 5 0 264 650 706 TOTAL 90 5 116 0 211 16 4 52 0 72 283 70 1,323 67 9 1,469 100 889 24 1 1,014 2,483 2,766 05:00 PM 23 1 34 0 58 7 1 16 0 24 82 26 345 13 3 387 26 255 8 2 291 678 760 05:15 PM 24 5 23 0 52 2 2 24 0 28 80 29 378 11 0 418 31 248 13 0 292 710 790 05:30 PM 13 3 35 0 51 6 2 21 0 29 80 21 392 17 1 431 29 238 7 0 274 705 785 05:45 PM 15 3 33 0 51 7 2 10 0 19 70 28 331 15 5 379 19 228 10 0 257 636 706 TOTAL 75 12 125 0 212 22 7 71 0 100 312 104 1,446 56 9 1,615 105 969 38 2 1,114 2,729 3,041 AM Peak 0.959 07:45 AM to 08:45 AM PM Peak 1.186 04:45 PM to 05:45 PM 1 AM 1 4 PM 80 9 24 0 MID 1 4 PM 2 2 AM 95 2 40 0 2 4 4 1 Daily 2 M AM PM 23 43 1,249 1,201 38 132 N 3 2 12 9 O12430 1,794 789 71 27 PM AM L 1 4 4 2 2 56 2 41 AM 2 4 3 2 1 4 0 93 12 150 PM 4 1 DATE:CITY: LATITUDE: LOCATION:COUNTY:LONGITUDE:0 10 11 12 2 3 4 14 15 16 6 7 8 TIME N/S E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 9 0 0 9 18 18 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 6 0 0 6 15 15 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 10 0 0 10 14 14 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 3 0 0 3 8 8 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 27 0 28 0 0 28 55 55 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 8 0 0 8 10 10 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 5 0 0 5 9 9 08:30 AM 0 0 1 0 1 1 0 0 0 1 2 0 5 0 0 5 0 6 0 0 6 11 13 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 8 8 TOTAL 0 0 1 0 1 1 0 0 0 1 2 0 15 0 0 15 0 23 0 0 23 38 40 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 2 0 0 2 9 9 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 4 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 4 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 16 0 6 0 0 6 22 22 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 6 6 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 3 0 0 3 7 7 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 4 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 10 0 0 10 20 20 AM Peak 07:45 AM to 08:45 AM PM Peak 04:45 PM to 05:45 PM 24120120012000120000000000024 0 22 38 4001600160 WESTBOUND 0 0 1 0 1 Fountain Tree Dr/Sunshadow Dr & SR 434 Seminole County Fountain Tree Dr Sunshadow Dr SR 434 SR 434 1 0 0 0 1 2 NORTHBOUND SOUTHBOUND EASTBOUND 22 0Fountain Tree DrNorthbound 15 MINUTE TURNING MOVEMENT COUNTS (Trucks Only) March 11, 2021 (Thursday)Longwood 0Sunshadow DrWestboundEastboundSR 434 SR 434 43 2 1,378 3,379 3,747 Southbound North 1,794 71 12 2,001 132 1,20198001133681249312150025524 23 3 1,313 2,168 2,406 Peak Hour Factor: 789 27 9 855 38 1,24929501372383056241210140 Fountain Tree Dr Sunshadow Dr SR 434 SR 434 Peak Hour Factor: 15 MINUTE TURNING MOVEMENT COUNTS (Cars and Trucks) March 11, 2021 (Thursday)Longwood 0 Fountain Tree Dr/Sunshadow Dr & SR 434 Seminole County 0 16631794 TRUE DATE:CITY: LATITUDE:FALSETRUE LOCATION:COUNTY: LONGITUDE:FALSE 10 11 12 2 3 4 14 15 16 6 7 8 TIME NORTHBOUND SOUTHBOUND N/S EASTBOUND WESTBOUND E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 14 0 4 0 18 00000180 165 8 0 173 3 279 0 0 282 455 473 07:15 AM 604010 00000100 168 4 0 172 10 304 0 0 314 486 496 07:30 AM 12 0 7 0 19 00000190 179 11 0 190 13 333 0 0 346 536 555 07:45 AM 21 0 9 0 30 00000300 213 10 0 223 9 292 0 0 301 524 554 TOTAL 53 0 24 0 77 00000770 725 33 0 758 35 1,208 0 0 1,243 2,001 2,078 08:00 AM 10 0 18 0 28 00000280 224 15 0 239 15 312 0 0 327 566 594 08:15 AM 18 0 11 0 29 00000290 236 13 0 249 9 329 0 0 338 587 616 08:30 AM 12 0 9 0 21 00000210 198 8 0 206 11 367 0 0 378 584 605 08:45 AM 10 0 6 0 16 00000160 195 9 0 204 4 286 0 0 290 494 510 TOTAL 50 0 44 0 94 00000940 853 45 0 898 39 1,294 0 0 1,333 2,231 2,325 04:00 PM 20 0 11 0 31 00000310 328 31 0 359 12 261 0 0 273 632 663 04:15 PM 19 0 7 0 26 00000260 311 26 0 337 6 215 0 0 221 558 584 04:30 PM 18 0 10 0 28 00000280 359 20 0 379 8 234 0 0 242 621 649 04:45 PM 20 0 6 0 26 00000260 334 20 0 354 10 235 0 0 245 599 625 TOTAL 77 0 34 0 111 00000 111 0 1,332 97 0 1,429 36 945 0 0 981 2,410 2,521 05:00 PM 13 0 9 0 22 00000220 351 22 0 373 7 272 0 0 279 652 674 05:15 PM 27 0 15 0 42 00000420 376 26 0 402 10 269 0 0 279 681 723 05:30 PM 27 0 13 0 40 00000400 396 22 0 418 14 249 0 0 263 681 721 05:45 PM 15 0 10 0 25 00000250 339 20 0 359 4 240 0 0 244 603 628 TOTAL 82 0 47 0 129 00000 129 0 1,462 90 0 1,552 35 1,030 0 0 1,065 2,617 2,746 AM Peak 0.961 07:45 AM to 08:45 AM PM Peak 0.950 05:00 PM to 06:00 PM 1 AM 1 4 PM0000 MID 1 4 PM 2 2 AM0000 2441 Daily 2 AM PM 00 1,300 1,030 44 35 00 00 00 1,462 871 90 46 PM AM 1442 0 61 0 47 AM 2 4321 4 0 82 0 47 PM 4 1 DATE:CITY: LATITUDE: LOCATION:COUNTY: LONGITUDE:0 10 11 12 2 3 4 14 15 16 6 7 8 TIME N/S E/W GRAND BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L T R U-turn TOTAL L T R U-turn TOTAL TOTAL TOTAL 07:00 AM 10102 00000209009 090091820 07:15 AM 00101 00000109009 080081718 07:30 AM 00000 00000003003 070071010 07:45 AM 10001 00000106006 130041011 TOTAL 20204 0000040270 027 1270 028 55 59 08:00 AM 00101 00000102002 080081011 08:15 AM 20002 00000204004 05005911 08:30 AM 00101 00000108109 070071617 08:45 AM 00101 00000104004 0400489 TOTAL 20305 0000050181 019 0240 024 43 48 04:00 PM 00404 00000408008 030031115 04:15 PM 00000 00000005106 0200288 04:30 PM 00000 00000004004 0000044 04:45 PM 00000 00000002002 0100133 TOTAL 00404 0000040191 020 060062630 05:00 PM 00000 00000002103 0300366 05:15 PM 10001 00000102002 0300356 05:30 PM 00000 00000001001 1300455 05:45 PM 00000 00000001102 0100133 TOTAL 10001 00000106208 1100 011 19 20 AM Peak 07:45 AM to 08:45 AM PM Peak 05:00 PM to 06:00 PM 208110001101062010001000019 0 2445500201 0211 WESTBOUND 30205 Winter Park Dr & SR 434 Seminole County Winter Park Dr SR 434 SR 434 000005 NORTHBOUND SOUTHBOUND EASTBOUND 23 0Winter Park DrNorthbound 15 MINUTE TURNING MOVEMENT COUNTS (Trucks Only) March 11, 2021 (Thursday)Longwood 0 WestboundEastboundSR 434 SR 434 0 0 1,065 2,617 2,746 Southbound North 1,462 90 0 1,552 35 1,0300000129082 0 47 0 129 0 0 0 1,344 2,261 2,369 Peak Hour Factor: 871 46 0 917 44 1,3000000108061 0 47 0 108 0 Winter Park Dr SR 434 SR 434 Peak Hour Factor: 15 MINUTE TURNING MOVEMENT COUNTS (Cars and Trucks) March 11, 2021 (Thursday)Longwood 0 Winter Park Dr & SR 434 Seminole County 0 16641795 2019 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 7700 SEMINOLE COUNTYWIDE MOCF: 0.95 WEEK DATES SF PSCF ================================================================================ 1 01/01/2019 - 01/05/2019 1.05 1.11 2 01/06/2019 - 01/12/2019 1.04 1.09 3 01/13/2019 - 01/19/2019 1.02 1.07 4 01/20/2019 - 01/26/2019 1.00 1.05 5 01/27/2019 - 02/02/2019 0.99 1.04 * 6 02/03/2019 - 02/09/2019 0.97 1.02 * 7 02/10/2019 - 02/16/2019 0.95 1.00 * 8 02/17/2019 - 02/23/2019 0.95 1.00 * 9 02/24/2019 - 03/02/2019 0.94 0.99 *10 03/03/2019 - 03/09/2019 0.94 0.99 *11 03/10/2019 - 03/16/2019 0.94 0.99 *12 03/17/2019 - 03/23/2019 0.94 0.99 *13 03/24/2019 - 03/30/2019 0.94 0.99 *14 03/31/2019 - 04/06/2019 0.94 0.99 *15 04/07/2019 - 04/13/2019 0.94 0.99 *16 04/14/2019 - 04/20/2019 0.94 0.99 *17 04/21/2019 - 04/27/2019 0.95 1.00 *18 04/28/2019 - 05/04/2019 0.97 1.02 19 05/05/2019 - 05/11/2019 0.98 1.03 20 05/12/2019 - 05/18/2019 0.99 1.04 21 05/19/2019 - 05/25/2019 1.01 1.06 22 05/26/2019 - 06/01/2019 1.03 1.08 23 06/02/2019 - 06/08/2019 1.04 1.09 24 06/09/2019 - 06/15/2019 1.06 1.12 25 06/16/2019 - 06/22/2019 1.06 1.12 26 06/23/2019 - 06/29/2019 1.06 1.12 27 06/30/2019 - 07/06/2019 1.06 1.12 28 07/07/2019 - 07/13/2019 1.06 1.12 29 07/14/2019 - 07/20/2019 1.06 1.12 30 07/21/2019 - 07/27/2019 1.05 1.11 31 07/28/2019 - 08/03/2019 1.04 1.09 32 08/04/2019 - 08/10/2019 1.03 1.08 33 08/11/2019 - 08/17/2019 1.02 1.07 34 08/18/2019 - 08/24/2019 1.02 1.07 35 08/25/2019 - 08/31/2019 1.03 1.08 36 09/01/2019 - 09/07/2019 1.04 1.09 37 09/08/2019 - 09/14/2019 1.05 1.11 38 09/15/2019 - 09/21/2019 1.06 1.12 39 09/22/2019 - 09/28/2019 1.05 1.11 40 09/29/2019 - 10/05/2019 1.03 1.08 41 10/06/2019 - 10/12/2019 1.02 1.07 42 10/13/2019 - 10/19/2019 1.01 1.06 43 10/20/2019 - 10/26/2019 1.01 1.06 44 10/27/2019 - 11/02/2019 1.01 1.06 45 11/03/2019 - 11/09/2019 1.02 1.07 46 11/10/2019 - 11/16/2019 1.02 1.07 47 11/17/2019 - 11/23/2019 1.03 1.08 48 11/24/2019 - 11/30/2019 1.03 1.08 49 12/01/2019 - 12/07/2019 1.04 1.09 50 12/08/2019 - 12/14/2019 1.04 1.09 51 12/15/2019 - 12/21/2019 1.05 1.11 52 12/22/2019 - 12/28/2019 1.04 1.09 53 12/29/2019 - 12/31/2019 1.02 1.07 * PEAK SEASON 14-FEB-2020 15:39:29 830UPD 5_7700_PKSEASON.TXT 16651796 Appendix D HCM Worksheets - Existing Conditions and Signal Timings 16661797 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Existing AM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 8 143 378 120 8 666 642 176 130 962 309 1 Future Volume (veh/h) 8 143 378 120 8 666 642 176 130 962 309 1 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 155 411 130 724 698 191 141 1046 336 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 222222 Cap, veh/h 194 492 219 741 1054 470 178 2137 664 Arrive On Green 0.06 0.14 0.14 0.21 0.30 0.30 0.05 0.42 0.42 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 Grp Volume(v), veh/h 155 411 130 724 698 191 141 1046 336 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 Q Serve(g_s), s 8.6 21.9 15.0 40.5 33.4 18.7 7.8 29.1 30.4 Cycle Q Clear(g_c), s 8.6 21.9 15.0 40.5 33.4 18.7 7.8 29.1 30.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 194 492 219 741 1054 470 178 2137 664 V/C Ratio(X)0.80 0.84 0.59 0.98 0.66 0.41 0.79 0.49 0.51 Avail Cap(c_a), veh/h 386 1023 456 741 1128 503 291 2137 664 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 90.7 81.6 78.6 75.9 59.9 54.7 91.2 41.3 41.7 Incr Delay (d2), s/veh 7.3 3.8 2.5 27.3 1.3 0.6 7.6 0.8 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.3 15.5 10.3 28.1 21.5 12.1 6.6 18.1 18.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 98.0 85.4 81.2 103.2 61.2 55.3 98.8 42.1 44.5 LnGrp LOS F F F F E E F D D Approach Vol, veh/h 696 1613 1523 Approach Delay, s/veh 87.4 79.4 47.9 Approach LOS F E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.2 90.0 50.0 35.2 18.6 90.6 19.2 66.0 Change Period (Y+Rc), s *8.6 * 8.6 8.3 8.3 * 8.6 * 8.6 8.3 8.3 Max Green Setting (Gmax), s * 21 * 81 41.7 56.0 * 16 * 81 21.7 61.7 Max Q Clear Time (g_c+I1), s 10.3 32.4 42.5 23.9 9.8 42.9 10.6 35.4 Green Ext Time (p_c), s 0.3 10.3 0.0 3.0 0.2 12.6 0.3 5.3 Intersection Summary HCM 6th Ctrl Delay 62.7 HCM 6th LOS E Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 16671798 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Existing AM Peak Hour TMC Synchro 10 Report Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 138 1253 131 Future Volume (veh/h) 138 1253 131 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 150 1362 142 Peak Hour Factor 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 Cap, veh/h 189 2153 668 Arrive On Green 0.05 0.42 0.42 Sat Flow, veh/h 3456 5106 1585 Grp Volume(v), veh/h 150 1362 142 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 Q Serve(g_s), s 8.3 40.9 11.1 Cycle Q Clear(g_c), s 8.3 40.9 11.1 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 189 2153 668 V/C Ratio(X) 0.79 0.63 0.21 Avail Cap(c_a), veh/h 380 2153 668 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 90.8 44.3 35.7 Incr Delay (d2), s/veh 7.3 1.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.0 24.3 7.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 98.1 45.8 36.4 LnGrp LOS F D D Approach Vol, veh/h 1654 Approach Delay, s/veh 49.7 Approach LOS D Timer - Assigned Phs 16681799 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Existing PM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 39 174 685 239 4 421 454 261 189 1275 696 5 Future Volume (veh/h) 39 174 685 239 4 421 454 261 189 1275 696 5 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1900 1856 1870 1870 Adj Flow Rate, veh/h 181 714 249 439 473 272 197 1328 725 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %1 1 1 110322 Cap, veh/h 217 798 356 486 1075 483 229 1942 603 Arrive On Green 0.06 0.22 0.22 0.14 0.30 0.30 0.07 0.38 0.38 Sat Flow, veh/h 3483 3582 1598 3483 3582 1610 3428 5106 1585 Grp Volume(v), veh/h 181 714 249 439 473 272 197 1328 725 Grp Sat Flow(s),veh/h/ln 1742 1791 1598 1742 1791 1610 1714 1702 1585 Q Serve(g_s), s 11.0 41.4 30.7 26.6 22.8 30.5 12.2 46.6 81.4 Cycle Q Clear(g_c), s 11.0 41.4 30.7 26.6 22.8 30.5 12.2 46.6 81.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 217 798 356 486 1075 483 229 1942 603 V/C Ratio(X)0.83 0.89 0.70 0.90 0.44 0.56 0.86 0.68 1.20 Avail Cap(c_a), veh/h 353 937 418 679 1075 483 263 1942 603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 99.2 80.7 76.6 90.7 60.4 63.1 98.9 55.5 66.3 Incr Delay (d2), s/veh 8.8 9.9 4.2 12.2 0.3 1.5 21.8 2.0 106.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 9.0 27.5 18.9 18.6 15.7 18.5 10.2 27.6 70.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 108.0 90.6 80.7 102.9 60.7 64.6 120.6 57.5 172.7 LnGrp LOS F F F F E E F E F Approach Vol, veh/h 1144 1184 2250 Approach Delay, s/veh 91.2 77.2 100.2 Approach LOS F E F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 29.9 90.0 38.1 56.0 22.9 97.0 21.6 72.5 Change Period (Y+Rc), s *8.6 * 8.6 8.3 8.3 * 8.6 * 8.6 8.3 8.3 Max Green Setting (Gmax), s * 21 * 81 41.7 56.0 * 16 * 81 21.7 61.7 Max Q Clear Time (g_c+I1), s 21.3 83.4 28.6 43.4 14.2 35.4 13.0 32.5 Green Ext Time (p_c), s 0.0 0.0 1.3 4.3 0.1 9.5 0.3 4.0 Intersection Summary HCM 6th Ctrl Delay 84.4 HCM 6th LOS F Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 16691800 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Existing PM Peak Hour TMC Synchro 10 Report Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 301 1028 170 Future Volume (veh/h) 301 1028 170 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1841 Adj Flow Rate, veh/h 314 1071 177 Peak Hour Factor 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 4 Cap, veh/h 344 2108 644 Arrive On Green 0.10 0.41 0.41 Sat Flow, veh/h 3456 5106 1560 Grp Volume(v), veh/h 314 1071 177 Grp Sat Flow(s),veh/h/ln 1728 1702 1560 Q Serve(g_s), s 19.3 33.4 16.1 Cycle Q Clear(g_c), s 19.3 33.4 16.1 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 344 2108 644 V/C Ratio(X) 0.91 0.51 0.27 Avail Cap(c_a), veh/h 346 2108 644 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 95.5 46.7 41.6 Incr Delay (d2), s/veh 27.7 0.9 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 15.1 20.5 10.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 123.2 47.6 42.7 LnGrp LOS F D D Approach Vol, veh/h 1562 Approach Delay, s/veh 62.2 Approach LOS E Timer - Assigned Phs 16701801 21022 Living Life DevelopmentHCM 6th TWSC 2: SR 434 & Talmo St Existing AM Peak Hour TMC Synchro 10 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 819 1473 7 0 9 Future Vol, veh/h 0 819 1473 7 0 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 22222 Mvmt Flow 0 836 1503 7 0 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 755 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.94 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.32 Pot Cap-1 Maneuver 0 - - - 0 351 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- - - Mov Cap-1 Maneuver -----351 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s 0 0 15.5 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h)- - - 351 HCM Lane V/C Ratio - - - 0.026 HCM Control Delay (s) - - - 15.5 HCM Lane LOS - - - C HCM 95th %tile Q(veh) - - - 0.1 16711802 21022 Living Life DevelopmentHCM 6th TWSC 2: SR 434 & Talmo St Existing PM Peak Hour TMC Synchro 10 Report Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1684 1160 11 0 5 Future Vol, veh/h 0 1684 1160 11 0 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 11000 Mvmt Flow 0 1811 1247 12 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 630 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.9 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.3 Pot Cap-1 Maneuver 0 - - - 0 429 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- - - Mov Cap-1 Maneuver -----429 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s 0 0 13.5 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h)- - - 429 HCM Lane V/C Ratio - - - 0.013 HCM Control Delay (s) - - - 13.5 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0 16721803 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Existing AM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (veh/h) 9 30 789 27 3 38 1249 23 2 56 2 41 Future Volume (veh/h) 9 30 789 27 3 38 1249 23 2 56 2 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 822 28 40 1301 24 58 2 43 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 Cap, veh/h 168 1453 648 298 1466 27 435 23 494 Arrive On Green 0.04 0.41 0.41 0.04 0.41 0.41 0.32 0.32 0.32 Sat Flow, veh/h 1781 3554 1585 1781 3570 66 1294 71 1525 Grp Volume(v), veh/h 31 822 28 40 647 678 58 0 45 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1859 1294 0 1596 Q Serve(g_s), s 0.9 17.0 1.0 1.2 32.3 32.3 3.2 0.0 1.9 Cycle Q Clear(g_c), s 0.9 17.0 1.0 1.2 32.3 32.3 7.6 0.0 1.9 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.96 Lane Grp Cap(c), veh/h 168 1453 648 298 730 763 435 0 517 V/C Ratio(X)0.18 0.57 0.04 0.13 0.89 0.89 0.13 0.00 0.09 Avail Cap(c_a), veh/h 437 1590 709 564 795 832 435 0 517 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.9 21.7 17.0 16.4 26.1 26.1 26.1 0.0 22.5 Incr Delay (d2), s/veh 0.5 0.4 0.0 0.2 11.3 10.9 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.7 10.8 0.6 0.8 20.8 21.6 1.9 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.4 22.1 17.0 16.6 37.4 37.0 26.7 0.0 22.8 LnGrp LOS C C B B D D C A C Approach Vol, veh/h 881 1365 103 Approach Delay, s/veh 21.9 36.6 25.0 Approach LOS C D C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 38.6 10.7 46.3 38.6 10.6 46.5 Change Period (Y+Rc), s *7.6 6.8 * 7.2 * 7.6 * 7.2 * 7.2 Max Green Setting (Gmax), s *27 18.2 * 43 * 31 * 18 * 43 Max Q Clear Time (g_c+I1), s 9.6 3.2 19.0 6.4 2.9 34.3 Green Ext Time (p_c), s 0.3 0.0 5.6 0.7 0.0 4.9 Intersection Summary HCM 6th Ctrl Delay 30.8 HCM 6th LOS C Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 16731804 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Existing AM Peak Hour TMC Synchro 10 Report Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 2 95 Future Volume (veh/h) 40 2 95 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 1870 Adj Flow Rate, veh/h 42 2 99 Peak Hour Factor 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 Cap, veh/h 75 10 505 Arrive On Green 0.32 0.32 0.32 Sat Flow, veh/h 1361 31 1558 Grp Volume(v), veh/h 42 0 101 Grp Sat Flow(s),veh/h/ln 1361 0 1590 Q Serve(g_s), s 0.0 0.0 4.4 Cycle Q Clear(g_c), s 0.1 0.0 4.4 Prop In Lane 1.00 0.98 Lane Grp Cap(c), veh/h 75 0 515 V/C Ratio(X) 0.56 0.00 0.20 Avail Cap(c_a), veh/h 75 0 515 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 Uniform Delay (d), s/veh 32.4 0.0 23.3 Incr Delay (d2), s/veh 26.6 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 2.2 0.0 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 59.0 0.0 24.2 LnGrp LOS E A C Approach Vol, veh/h 143 Approach Delay, s/veh 34.4 Approach LOS C Timer - Assigned Phs 16741805 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Existing PM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations Traffic Volume (veh/h) 12 124 1794 71 2 132 1201 43 93 12 150 24 Future Volume (veh/h) 12 124 1794 71 2 132 1201 43 93 12 150 24 Initial Q (Qb), veh 0 0 0 0000000 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 124 1794 71 132 1201 43 93 12 150 24 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, %0 1 0 0100000 Cap, veh/h 231 1509 678 182 1482 53 423 37 460 355 Arrive On Green 0.06 0.42 0.42 0.06 0.42 0.42 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1810 3582 1610 1810 3527 126 1329 121 1508 1243 Grp Volume(v), veh/h 124 1794 71 132 610 634 93 0 162 24 Grp Sat Flow(s),veh/h/ln 1810 1791 1610 1810 1791 1862 1329 0 1629 1243 Q Serve(g_s), s 3.9 42.8 2.7 4.1 30.4 30.4 5.6 0.0 7.8 1.5 Cycle Q Clear(g_c), s 3.9 42.8 2.7 4.1 30.4 30.4 9.7 0.0 7.8 9.3 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.93 1.00 Lane Grp Cap(c), veh/h 231 1509 678 182 753 783 423 0 497 355 V/C Ratio(X)0.54 1.19 0.10 0.73 0.81 0.81 0.22 0.00 0.33 0.07 Avail Cap(c_a), veh/h 443 1509 678 395 754 784 423 0 497 355 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 21.1 29.4 17.8 23.7 25.9 25.9 29.5 0.0 27.2 30.9 Incr Delay (d2), s/veh 1.9 92.1 0.1 5.5 6.6 6.4 1.2 0.0 1.7 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 2.9 51.5 1.7 3.3 19.2 19.8 3.5 0.0 5.9 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.0 121.5 17.9 29.2 32.5 32.3 30.7 0.0 29.0 31.2 LnGrp LOS C F B CCCCACC Approach Vol, veh/h 1989 1376 255 Approach Delay, s/veh 111.6 32.1 29.6 Approach LOS F C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 38.6 13.0 50.0 38.6 13.1 49.9 Change Period (Y+Rc), s *7.6 6.8 * 7.2 * 7.6 * 7.2 * 7.2 Max Green Setting (Gmax), s *27 18.2 * 43 * 31 * 18 * 43 Max Q Clear Time (g_c+I1), s 11.7 6.1 44.8 11.3 5.9 32.4 Green Ext Time (p_c), s 1.1 0.2 0.0 0.5 0.2 5.3 Intersection Summary HCM 6th Ctrl Delay 74.2 HCM 6th LOS E Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 16751806 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Existing PM Peak Hour TMC Synchro 10 Report Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 9 80 Future Volume (veh/h) 9 80 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1900 1900 Adj Flow Rate, veh/h 9 80 Peak Hour Factor 1.00 1.00 Percent Heavy Veh, % 0 0 Cap, veh/h 50 448 Arrive On Green 0.31 0.31 Sat Flow, veh/h 165 1470 Grp Volume(v), veh/h 0 89 Grp Sat Flow(s),veh/h/ln 0 1635 Q Serve(g_s), s 0.0 4.1 Cycle Q Clear(g_c), s 0.0 4.1 Prop In Lane 0.90 Lane Grp Cap(c), veh/h 0 499 V/C Ratio(X) 0.00 0.18 Avail Cap(c_a), veh/h 0 499 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)0.00 1.00 Uniform Delay (d), s/veh 0.0 26.0 Incr Delay (d2), s/veh 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 3.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 26.7 LnGrp LOS A C Approach Vol, veh/h 113 Approach Delay, s/veh 27.7 Approach LOS C Timer - Assigned Phs 16761807 21022 Living Life DevelopmentHCM 6th Signalized 4: N Winterpark Dr & SR 434 Existing AM Peak Hour TMC Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 871 46 44 1300 61 47 Future Volume (veh/h) 871 46 44 1300 61 47 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 907 48 46 1354 64 49 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %222222 Cap, veh/h 1222 65 205 1622 757 674 Arrive On Green 0.36 0.36 0.04 0.46 0.42 0.42 Sat Flow, veh/h 3526 182 1781 3647 1781 1585 Grp Volume(v), veh/h 469 486 46 1354 64 49 Grp Sat Flow(s),veh/h/ln 1777 1838 1781 1777 1781 1585 Q Serve(g_s), s 24.2 24.2 1.6 35.0 2.2 1.9 Cycle Q Clear(g_c), s 24.2 24.2 1.6 35.0 2.2 1.9 Prop In Lane 0.10 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 633 654 205 1622 757 674 V/C Ratio(X) 0.74 0.74 0.22 0.83 0.08 0.07 Avail Cap(c_a), veh/h 905 936 879 2149 757 674 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.4 29.4 22.2 24.9 17.9 17.8 Incr Delay (d2), s/veh 2.0 1.9 0.5 2.3 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 15.2 15.6 1.2 20.0 1.8 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.4 31.4 22.7 27.2 18.1 18.0 LnGrp LOS CCCCBB Approach Vol, veh/h 955 1400 113 Approach Delay, s/veh 31.4 27.1 18.1 Approach LOS C C B Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 50.0 10.5 44.0 54.5 Change Period (Y+Rc), s *5.6 6.8 6.8 6.8 Max Green Setting (Gmax), s *44 43.2 53.2 63.2 Max Q Clear Time (g_c+I1), s 4.2 3.6 26.2 37.0 Green Ext Time (p_c), s 0.3 0.1 6.0 10.7 Intersection Summary HCM 6th Ctrl Delay 28.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 16771808 21022 Living Life DevelopmentHCM 6th Signalized 4: N Winterpark Dr & SR 434 Existing PM Peak Hour TMC Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1462 90 35 1030 82 47 Future Volume (veh/h) 1462 90 35 1030 82 47 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1870 1856 1885 1885 1900 Adj Flow Rate, veh/h 1539 95 37 1084 86 49 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %023110 Cap, veh/h 1527 94 112 1891 662 594 Arrive On Green 0.44 0.44 0.03 0.53 0.37 0.37 Sat Flow, veh/h 3550 212 1767 3676 1795 1610 Grp Volume(v), veh/h 801 833 37 1084 86 49 Grp Sat Flow(s),veh/h/ln 1805 1862 1767 1791 1795 1610 Q Serve(g_s), s 53.2 53.2 1.3 24.6 3.8 2.4 Cycle Q Clear(g_c), s 53.2 53.2 1.3 24.6 3.8 2.4 Prop In Lane 0.11 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 798 823 112 1891 662 594 V/C Ratio(X) 1.00 1.01 0.33 0.57 0.13 0.08 Avail Cap(c_a), veh/h 798 823 694 1891 662 594 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.6 33.6 28.8 19.2 25.2 24.7 Incr Delay (d2), s/veh 32.7 34.6 1.7 0.4 0.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 37.7 39.6 1.0 14.7 3.1 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.2 68.1 30.5 19.6 25.6 25.0 LnGrp LOS F F C B C C Approach Vol, veh/h 1634 1121 135 Approach Delay, s/veh 67.2 20.0 25.4 Approach LOS E B C Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 50.0 10.3 60.0 70.3 Change Period (Y+Rc), s *5.6 6.8 6.8 6.8 Max Green Setting (Gmax), s *44 43.2 53.2 63.2 Max Q Clear Time (g_c+I1), s 5.8 3.3 55.2 26.6 Green Ext Time (p_c), s 0.4 0.1 0.0 8.7 Intersection Summary HCM 6th Ctrl Delay 46.9 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 16781809 Name Direction NL ST EL WT SL NT WL ET ________ 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 1 2 3 4 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 ______7 _ Min Green 6 15 6 8 6 15 6 8 ______________6 _ Passage 3 4 3 3.5 3 4 3 3.5 ______________5 _ Max 1 25 95 30 70 30 90 50 50 ______________50 _ Max 2 25 95 30 70 30 90 50 50 ______________50 _ Yellow Clr 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 ______________4.8 _ Red Clr 3.8 3.8 3.5 3.5 3.8 3.8 3.5 3.5 ______________3.5 _ Walk _7 _7 _7 _7 ________________ Ped Clear _37 _49 _36 _49 ________________ 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 ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 3 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 ____________________ _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ Cnf Phase Alt Phase Opt 3 Cnf Phase Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 HClancy 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 Free Action 254 Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Seminole County Traffic Engineering Timing Sheet Intersection: US 17/92 & 27-SR 434 #4286 Syn Green _ US 17-92 SR 434 US 17-92 SR 434 Date July 8, 2020 Done By Comm ID 1130 P2P Pattern _InSync _ Node #4286 16791810 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =220 26 91 23 80 25 92 68 35 ________Hour _8 10 19 21 ___ Seq =6 _______________P Min _30 30 _30 ___ Mode _MAX ___MAX __________L Action 10 8 18 9 10 ___ 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 =160 27 60 32 41 24 63 29 44 ________Hour _5 6 8 10 14 19 22 Seq =6 _______________P Min _30 30 30 _30 _30 Mode _MAX ___MAX __________L Action 10 5 1 11 3 4 5 10 Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =230 38 86 36 70 38 86 39 67 ________N Hour ________ Seq =3 _______________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 7 8 Cycle =130 22 49 20 39 22 49 26 33 ________Hour _5 6 8 10 14 19 22 Seq =3 _______________P Min _30 30 30 _30 _30 Mode _MAX ___MAX __________L Action 10 5 1 11 3 4 5 10 Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 20 36 20 34 19 37 27 27 ________N Hour ________ Seq =2 _______________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 7 8 Cycle =130 20 45 18 47 21 44 31 34 ________Hour _5 6 8 10 14 19 22 Seq =3 _______________P Min _30 30 30 _30 _30 Mode _MAX ___MAX __________L Action 10 5 1 11 3 4 5 10 Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 20 36 20 34 19 37 27 27 ________N Hour ________ Seq =2 _______________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 7 8 Cycle =130 20 45 18 47 21 44 31 34 ________Hour _5 6 8 10 14 19 22 Seq =3 _______________P Min _30 30 30 _30 _30 Mode _MAX ___MAX __________L Action 10 5 1 11 3 4 5 10 Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 20 36 20 34 19 37 27 27 ________N Hour ________ Seq =2 _______________Min ________ Mode _MAX ___MAX __________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 7 8 Cycle =220 26 96 38 60 25 97 68 30 ________Hour _5 6 8 10 14 19 22 Seq =2 _______________P Min _30 30 30 _30 _30 Mode _MAX ___MAX __________L Action 10 5 1 11 3 4 5 10 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 _7 9 19 23 ___ Seq =_________________P Min _30 _30 ____ Mode ________________L Action 10 6 16 7 10 ___ 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 =160 25 57 28 50 25 57 37 41 ________N Hour ________ Seq =2 _______________Min ________ Mode _MAX ___MAX __________8 Action ________ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 16801811 Split 17 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 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =160 25 57 28 50 25 57 37 41 ________N Hour ________ Seq =2 _______________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 =_________________Hour ________ Seq =_________________P Min ________ Mode ________________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 16811812 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 - 1 220 170 1 6 2 1 2 __12 22 _____________ Pattern - 2 __________________________ Pattern - 3 160 1 3 6 2 _2 __12 25 _____________ Pattern - 4 230 117 4 3 6 _2 __12 25 _____________ Pattern - 5 130 5 5 3 6 _1 __12 22 ______________ Pattern - 6 110 90 6 2 2 _1 __12 22 ______________ Pattern - 7 130 1 7 3 6 _1 __12 22 ______________ Pattern - 8 110 90 8 2 2 _1 __12 22 ______________ Pattern - 9 130 1 9 3 6 _1 __12 22 ______________ Pattern - 10 110 90 10 2 2 _1 __12 22 ______________ Pattern - 11 220 170 11 2 2 1 1 __12 22 ______________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 160 141 16 2 2 _2 __12 25 _____________ Pattern - 17 __________________________ Pattern - 18 160 141 18 2 2 _2 __12 25 _____________ Pattern - 19 __________________________ 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 1 ____6 ______________ Detector 3 2 ____6 ______________ Detector 4 2 ____6 ______________ Detector 5 2 ____6 ______________ Detector 6 2 ____7 ______________ Detector 7 2 ____7 ______________ Detector 8 2 ____8 ______________ Detector 9 3 ____8 ______________ Detector 10 3 ____8 _12 ____________ Detector 11 4 ___________________ Detector 12 4 ___________________ Detector 13 4 _12 _________________ Detector 14 5 ___________________ Detector 15 5 __________________ Detector 16 6 ___________________ BIU-4 49 50 51 52 53 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 33 34 35 36 23 24 25 26 27 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 16821813 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________3 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 P4 P8 5 6 7 P4 4 N S 1 2 3 P8 8 5 P2 P2 P4 P8 2 3 8 P2 P2 P8 1 2 3 4 5 6 7 8 P4 4 7 P6 P6 P6 P6 P4 P8 6 6 5 7 P4 4 1 2 2 3 P8 8 P2 P2 P2 P2 P4 P8 3 8 P8 1 2 3 4 6 5 7 8 P4 4 7 P6 P6 P6 P6 5 6 6 P4 P8 7 P4 4 2 2 1 P2 P2 P2 P2 3 P8 8 P4 P8 3 8 P8 2 1 3 4 5 6 7 8 Seq 2 Ring 1 Ring 2 U.S. 17-92 S.R. 434 Seq 3 Ring 1 Ring 2 U.S. 17-92 S.R. 434 W Cabinet Seq 1 Ring 1 Ring 2 U.S. 17-92 S.R. 434 E rush due to citizen complaints. Intersection set up with concurent sides.Intersection Retimed December 2018. All LT's are protected and are Lock Det.Pattern 1 & 11 use Alt. Tim.1 to increase the gap time for ph 7 for AM Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 16831814 P6 P6 P6 P6 P8 P4 P8 P4 6 6 5 4 4 7 1 2 2 3 8 8 P2 P2 P2 P2 P8 P4 P8 P4 1 2 3 4 6 5 8 7 Seq 6 Ring 1 Ring 2 U.S. 17-92 S.R. 434 16841815 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 1 2 3 4 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 _8 ________________ Passage 3 4 _3 3 4 _3 ________________ Max 1 25 50 _30 25 50 _30 ________________ Max 2 25 50 _30 25 50 _30 ________________ Yellow Clr 4.8 4.9 _3.4 4.9 4.9 _3.4 ________________ Red Clr 2.8 2 _2.1 2.3 2 _2.1 ________________ Walk _7 _7 _7 _7 ________________ Ped Clear _26 _24 _26 _20 ________________ Red Revert 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 _8 Enable ✓✓_✓✓✓_✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓_✓✓✓_✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 _4 5 6 _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 ____________________ _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ Cnf Phase Alt Phase Opt 3 Cnf Phase Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\HClancy 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 Free Action 254 Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 & 25-SunShadow Dr #8007 Syn Green _ SR 434 SunShadow SR 434 SunShadow Date January 11, 2021 Done By Comm ID 1310 P2P Pattern _InSync _ Node #8007 16851816 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 18 121 _41 17 122 _41 ________Hour _9 10 18 19 ___ Seq =1 _✓______________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________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 Cycle =140 22 86 _32 19 89 _32 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 23 116 _31 20 119 _31 ________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 22 75 _33 19 78 _33 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 19 54 _37 19 54 _37 ________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 20 53 _37 20 53 _37 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 19 54 _37 19 54 _37 ________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 20 53 _37 20 53 _37 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ 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 99 1 3 4 5 99 __ 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 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 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 20 77 _33 19 78 _33 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 16861817 Split 17 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 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 20 77 _33 19 78 _33 ________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 =_________________Hour ________ Seq =_________________P Min ________ Mode ________________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 16871818 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 - 1 180 108 1 1 2 _1 __12 22 _____✓_________ Pattern - 2 __________________________ Pattern - 3 140 30 3 1 2 _1 __12 22 _____✓_________ Pattern - 4 170 8 4 1 2 _1 __12 22 _____✓_________ Pattern - 5 130 1 5 1 2 _1 __12 22 _____✓_________ Pattern - 6 110 9 6 1 2 _2 __12 22 ____✓✓_________ Pattern - 7 110 15 7 1 2 _2 __12 22 ____✓✓_________ Pattern - 8 110 9 8 1 2 _2 __12 22 ____✓✓_________ Pattern - 9 110 15 9 1 2 _2 __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 __________________________ Pattern - 18 130 19 18 1 2 _1 __12 22 _____✓_________ Pattern - 19 __________________________ 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 2 __________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 8 __✓________________ Detector 7 4 _6 _________________ Detector 8 5 6 __________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 4 __✓________________ Detector 14 8 _6 _________________ Detector 15 ____64 _______________ Detector 16 __8 _64 _______________ BIU-4 49 50 51 52 53 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 33 34 35 36 23 24 25 26 27 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 16881819 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________8 ____________4 8 __ Pre Run 4 ON ________4 ____________4 8 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 6 1 P6 P6 P4 P8 W E 5 6 4 1 2 8 5 P2 P2 P4 P8 2 P2 P2 Ring 1 1 2 3 4 Ring 2 5 6 7 8 SR 434 S Cabinet Seq 1 Signal Re-timed Feb. 2020. N Sunshadow Side street left turns are detector locked. Intersection set up with concurrent sides. Mainstreet LT's are 5-sections and are Det. Switched. Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 16891820 Name Direction WL ET ___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 1 2 3 4 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 ___15 _8 ________________ Passage 3 4 ___4 _4 ________________ Max 1 50 60 ___70 _50 ________________ Max 2 50 60 ___60 _50 ________________ Yellow Clr 4.8 4.8 ___4.8 _3.4 ________________ Red Clr 2 2 ___2 _2.2 ________________ Walk _7 _____7 ________________ Ped Clear _20 _____19 ________________ Red Revert 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 ___6 _8 Enable ✓✓___✓_✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓___✓_✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 ___6 _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 ____________________ _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ Cnf Phase Alt Phase Opt 3 Cnf Phase Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\HClancy 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 Free Action 254 Ped Clr Phase Mode QSeq Free Seq 1 Red Clr Walk Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 & 26-N Winter Pk Dr #29278 Syn Green _ SR 434 N Winter Prk SR 434 N Winter Prk Date January 12, 2021 Done By Comm ID 1315 P2P Pattern _InSync _ Node #29278 16901821 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 18 133 ___151 _29 ________Hour _9 10 18 19 ___ Seq =3 _____✓__________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________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 Cycle =140 18 99 ___117 _23 ________Hour _6 9 15 19 21 __ Seq =3 _____✓__________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 19 121 ___140 _30 ________N Hour ________ Seq =3 _____✓__________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 18 91 ___109 _21 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 22 63 ___85 _25 ________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 18 70 ___88 _22 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 22 63 ___85 _25 ________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 18 70 ___88 _22 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 99 1 3 4 5 99 __ 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 99 1 3 4 5 99 __ 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 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 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 18 87 ___105 _25 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 16911822 Split 17 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 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 18 87 ___105 _25 ________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 =_________________Hour ________ Seq =_________________P Min ________ Mode ________________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 16921823 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 86 1 3 6 _1 __12 22 _____✓_________ Pattern - 2 __________________________ Pattern - 3 140 26 3 3 6 _1 __12 22 _____✓_________ Pattern - 4 170 47 4 3 6 _1 __12 22 _____✓_________ Pattern - 5 130 13 5 1 2 _1 __12 22 _____✓_________ Pattern - 6 110 10 6 1 2 _1 __12 22 _____✓_________ Pattern - 7 110 7 7 1 2 _1 __12 22 _____✓_________ Pattern - 8 110 10 8 1 2 _1 __12 22 _____✓_________ Pattern - 9 110 7 9 1 2 _1 __12 22 _____✓_________ Pattern - 10 __________________________ Pattern - 11 __________________________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 24 16 1 2 _1 __12 22 _____✓_________ Pattern - 17 __________________________ Pattern - 18 130 24 18 1 2 _1 __12 22 _____✓_________ Pattern - 19 __________________________ 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 ___________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 8 ___________________ Detector 7 6 ___________________ Detector 8 6 ___________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 8 _12 _________________ Detector 12 8 ___________________ Detector 13 ____64 _______________ Detector 14 ____64 _______________ Detector 15 ____64 _______________ Detector 16 ____64 _______________ BIU-4 49 50 51 52 53 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 33 34 35 36 23 24 25 26 27 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 16931824 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________8 ____________4 8 __ Pre Run 4 __________________________ Pre Run 5 ON ________2 ____________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ 6 1 P8 W E 8 6 P8 2 P2 P2 1 2 3 4 7 8 5 6 P8 6 6 2 1 8 P2 P2 P8 2 1 3 4 7 8 5 6 Seq 3 Ring 1 Ring 2 N Winter Park SR 434 S Cabinet Seq 1 Ring 1 Ring 2 SR 434 N Winter Park N Intersection set up with split sides.Intersection re-timed Feb 2020 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 16941825 Appendix E ITE Information 16951826 16961827 16971828 16981829 Appendix F HCM Worksheets – Projected Conditions 16991830 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Projected AM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 8 144 380 122 8 670 646 180 132 962 313 1 Future Volume (veh/h) 8 144 380 122 8 670 646 180 132 962 313 1 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1870 1841 1870 1856 1870 1885 1885 1900 Adj Flow Rate, veh/h 157 413 133 728 702 196 143 1046 340 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %3 2 4 232110 Cap, veh/h 195 492 216 721 1023 460 180 2212 692 Arrive On Green 0.06 0.14 0.14 0.21 0.29 0.29 0.05 0.43 0.43 Sat Flow, veh/h 3428 3554 1560 3456 3526 1585 3483 5147 1610 Grp Volume(v), veh/h 157 413 133 728 702 196 143 1046 340 Grp Sat Flow(s),veh/h/ln 1714 1777 1560 1728 1763 1585 1742 1716 1610 Q Serve(g_s), s 9.0 22.6 16.1 41.7 35.3 20.0 8.1 29.1 30.5 Cycle Q Clear(g_c), s 9.0 22.6 16.1 41.7 35.3 20.0 8.1 29.1 30.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 195 492 216 721 1023 460 180 2212 692 V/C Ratio(X)0.81 0.84 0.62 1.01 0.69 0.43 0.80 0.47 0.49 Avail Cap(c_a), veh/h 372 996 437 721 1341 603 286 2212 692 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 93.2 83.9 81.1 79.1 62.9 57.5 93.7 40.8 41.2 Incr Delay (d2), s/veh 7.6 3.9 2.8 35.9 1.0 0.6 7.8 0.7 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.6 16.0 10.8 29.8 22.4 12.8 6.9 18.2 18.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 100.8 87.9 83.9 115.0 63.8 58.1 101.6 41.5 43.7 LnGrp LOS F F F F E E F D D Approach Vol, veh/h 703 1626 1529 Approach Delay, s/veh 90.0 86.1 47.6 Approach LOS F F D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.4 94.5 50.0 36.0 18.9 95.0 19.7 66.3 Change Period (Y+Rc), s *8.6 * 8.6 8.3 8.3 * 8.6 * 8.6 8.3 8.3 Max Green Setting (Gmax), s * 21 * 81 41.7 56.0 * 16 * 86 21.7 76.0 Max Q Clear Time (g_c+I1), s 10.5 32.5 43.7 24.6 10.1 42.9 11.0 37.3 Green Ext Time (p_c), s 0.3 10.3 0.0 3.0 0.2 13.0 0.3 5.7 Intersection Summary HCM 6th Ctrl Delay 64.9 HCM 6th LOS E Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 17001831 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Projected AM Peak Hour TMC Synchro 10 Report Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 139 1254 132 Future Volume (veh/h) 139 1254 132 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1900 1885 1885 Adj Flow Rate, veh/h 151 1363 143 Peak Hour Factor 0.92 0.92 0.92 Percent Heavy Veh, % 0 1 1 Cap, veh/h 190 2225 691 Arrive On Green 0.05 0.43 0.43 Sat Flow, veh/h 3510 5147 1598 Grp Volume(v), veh/h 151 1363 143 Grp Sat Flow(s),veh/h/ln 1755 1716 1598 Q Serve(g_s), s 8.5 40.9 11.2 Cycle Q Clear(g_c), s 8.5 40.9 11.2 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 190 2225 691 V/C Ratio(X) 0.80 0.61 0.21 Avail Cap(c_a), veh/h 376 2225 691 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 93.4 43.8 35.4 Incr Delay (d2), s/veh 7.4 1.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.3 24.4 8.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 100.8 45.1 36.1 LnGrp LOS F D D Approach Vol, veh/h 1657 Approach Delay, s/veh 49.4 Approach LOS D Timer - Assigned Phs 17011832 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Projected PM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 39 175 690 241 4 425 458 264 191 1276 701 5 Future Volume (veh/h) 39 175 690 241 4 425 458 264 191 1276 701 5 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1900 1856 1870 1870 Adj Flow Rate, veh/h 182 719 251 443 477 275 199 1329 730 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %1 1 1 110322 Cap, veh/h 218 802 358 489 1081 486 231 1934 600 Arrive On Green 0.06 0.22 0.22 0.14 0.30 0.30 0.07 0.38 0.38 Sat Flow, veh/h 3483 3582 1598 3483 3582 1610 3428 5106 1585 Grp Volume(v), veh/h 182 719 251 443 477 275 199 1329 730 Grp Sat Flow(s),veh/h/ln 1742 1791 1598 1742 1791 1610 1714 1702 1585 Q Serve(g_s), s 11.1 41.9 31.1 26.9 23.1 30.9 12.4 47.0 81.4 Cycle Q Clear(g_c), s 11.1 41.9 31.1 26.9 23.1 30.9 12.4 47.0 81.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 218 802 358 489 1081 486 231 1934 600 V/C Ratio(X)0.84 0.90 0.70 0.91 0.44 0.57 0.86 0.69 1.22 Avail Cap(c_a), veh/h 352 933 416 676 1081 486 262 1934 600 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 99.6 81.0 76.8 91.0 60.4 63.2 99.2 56.1 66.8 Incr Delay (d2), s/veh 9.1 10.2 4.3 12.5 0.3 1.5 22.4 2.0 111.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 9.1 27.8 19.1 18.9 15.8 18.7 10.3 27.9 71.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 108.7 91.2 81.1 103.5 60.7 64.7 121.6 58.1 178.7 LnGrp LOS F F F F E E F E F Approach Vol, veh/h 1152 1195 2258 Approach Delay, s/veh 91.7 77.5 102.7 Approach LOS F E F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 30.0 90.0 38.5 56.4 23.1 96.9 21.7 73.2 Change Period (Y+Rc), s *8.6 * 8.6 8.3 8.3 * 8.6 * 8.6 8.3 8.3 Max Green Setting (Gmax), s * 21 * 81 41.7 56.0 * 16 * 81 21.7 61.7 Max Q Clear Time (g_c+I1), s 21.6 83.4 28.9 43.9 14.4 36.3 13.1 32.9 Green Ext Time (p_c), s 0.0 0.0 1.3 4.3 0.1 9.5 0.3 4.0 Intersection Summary HCM 6th Ctrl Delay 85.8 HCM 6th LOS F Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 17021833 21022 Living Life DevelopmentHCM 6th Signalized 1: US 17/92 & SR 434 Projected PM Peak Hour TMC Synchro 10 Report Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 305 1028 171 Future Volume (veh/h) 305 1028 171 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1841 1870 Adj Flow Rate, veh/h 318 1071 178 Peak Hour Factor 0.96 0.96 0.96 Percent Heavy Veh, % 2 4 2 Cap, veh/h 344 2065 651 Arrive On Green 0.10 0.41 0.41 Sat Flow, veh/h 3456 5025 1585 Grp Volume(v), veh/h 318 1071 178 Grp Sat Flow(s),veh/h/ln 1728 1675 1585 Q Serve(g_s), s 19.6 34.3 16.0 Cycle Q Clear(g_c), s 19.6 34.3 16.0 Prop In Lane 1.00 1.00 Lane Grp Cap(c), veh/h 344 2065 651 V/C Ratio(X) 0.92 0.52 0.27 Avail Cap(c_a), veh/h 344 2065 651 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 Uniform Delay (d), s/veh 96.0 47.4 42.0 Incr Delay (d2), s/veh 29.9 0.9 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 15.5 20.8 10.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 125.9 48.3 43.0 LnGrp LOS F D D Approach Vol, veh/h 1567 Approach Delay, s/veh 63.5 Approach LOS E Timer - Assigned Phs 17031834 21022 Living Life DevelopmentHCM 6th TWSC 2: SR 434 & Talmo St Projected AM Peak Hour TMC Synchro 10 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 826 1479 8 0 15 Future Vol, veh/h 0 826 1479 8 0 15 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 0 22000 Mvmt Flow 0 843 1509 8 0 15 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 759 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.9 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.3 Pot Cap-1 Maneuver 0 - - - 0 353 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- - - Mov Cap-1 Maneuver -----353 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s 0 0 15.7 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h)- - - 353 HCM Lane V/C Ratio - - - 0.043 HCM Control Delay (s) - - - 15.7 HCM Lane LOS - - - C HCM 95th %tile Q(veh) - - - 0.1 17041835 21022 Living Life DevelopmentHCM 6th TWSC 2: SR 434 & Talmo St Projected PM Peak Hour TMC Synchro 10 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1698 1165 13 0 11 Future Vol, veh/h 0 1698 1165 13 0 11 Conflicting Peds, #/hr 0 00300 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 11000 Mvmt Flow 0 1826 1253 14 0 12 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 637 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.9 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.3 Pot Cap-1 Maneuver 0 - - - 0 425 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- - - Mov Cap-1 Maneuver -----424 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s 0 0 13.7 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h)- - - 424 HCM Lane V/C Ratio - - - 0.028 HCM Control Delay (s) - - - 13.7 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 17051836 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Projected AM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (veh/h) 9 37 789 27 3 38 1250 25 2 56 2 41 Future Volume (veh/h) 9 37 789 27 3 38 1250 25 2 56 2 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1870 1900 1900 1870 1900 1900 1900 1870 Adj Flow Rate, veh/h 39 822 28 40 1302 26 58 2 43 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %0 2 0 0 2 0 0 0 2 Cap, veh/h 177 1469 666 305 1461 29 432 23 498 Arrive On Green 0.04 0.41 0.41 0.04 0.41 0.41 0.32 0.32 0.32 Sat Flow, veh/h 1810 3554 1610 1810 3563 71 1307 72 1549 Grp Volume(v), veh/h 39 822 28 40 649 679 58 0 45 Grp Sat Flow(s),veh/h/ln 1810 1777 1610 1810 1777 1858 1307 0 1621 Q Serve(g_s), s 1.2 17.0 1.0 1.2 32.7 32.8 3.3 0.0 1.9 Cycle Q Clear(g_c), s 1.2 17.0 1.0 1.2 32.7 32.8 7.9 0.0 1.9 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.96 Lane Grp Cap(c), veh/h 177 1469 666 305 728 761 432 0 521 V/C Ratio(X)0.22 0.56 0.04 0.13 0.89 0.89 0.13 0.00 0.09 Avail Cap(c_a), veh/h 438 1578 715 572 789 825 432 0 521 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.0 21.6 16.9 16.4 26.4 26.5 26.6 0.0 22.8 Incr Delay (d2), s/veh 0.6 0.4 0.0 0.2 11.8 11.4 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.9 10.8 0.6 0.8 21.2 22.0 1.9 0.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.7 22.0 16.9 16.6 38.2 37.9 27.3 0.0 23.1 LnGrp LOS C C B B D D C A C Approach Vol, veh/h 889 1368 103 Approach Delay, s/veh 21.8 37.4 25.5 Approach LOS C D C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 38.6 10.7 47.1 38.6 11.1 46.7 Change Period (Y+Rc), s *7.6 6.8 * 7.2 * 7.6 * 7.2 * 7.2 Max Green Setting (Gmax), s *27 18.2 * 43 * 31 * 18 * 43 Max Q Clear Time (g_c+I1), s 9.9 3.2 19.0 6.6 3.2 34.8 Green Ext Time (p_c), s 0.3 0.0 5.6 0.8 0.0 4.7 Intersection Summary HCM 6th Ctrl Delay 31.4 HCM 6th LOS C Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 17061837 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Projected AM Peak Hour TMC Synchro 10 Report Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 46 2 101 Future Volume (veh/h) 46 2 101 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1856 1900 1900 Adj Flow Rate, veh/h 48 2 105 Peak Hour Factor 0.96 0.96 0.96 Percent Heavy Veh, % 3 0 0 Cap, veh/h 75 10 510 Arrive On Green 0.32 0.32 0.32 Sat Flow, veh/h 1350 30 1585 Grp Volume(v), veh/h 48 0 107 Grp Sat Flow(s),veh/h/ln 1350 0 1615 Q Serve(g_s), s 0.0 0.0 4.6 Cycle Q Clear(g_c), s 0.1 0.0 4.6 Prop In Lane 1.00 0.98 Lane Grp Cap(c), veh/h 75 0 519 V/C Ratio(X) 0.64 0.00 0.21 Avail Cap(c_a), veh/h 75 0 519 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 Uniform Delay (d), s/veh 32.8 0.0 23.8 Incr Delay (d2), s/veh 35.5 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 2.7 0.0 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.3 0.0 24.7 LnGrp LOS E A C Approach Vol, veh/h 155 Approach Delay, s/veh 38.2 Approach LOS D Timer - Assigned Phs 17071838 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Projected PM Peak Hour TMC Synchro 10 Report Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations Traffic Volume (veh/h) 12 128 1794 71 2 132 1203 47 93 12 150 29 Future Volume (veh/h) 12 128 1794 71 2 132 1203 47 93 12 150 29 Initial Q (Qb), veh 0 0 0 0000000 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 128 1794 71 132 1203 47 93 12 150 29 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, %0 1 0 0100000 Cap, veh/h 231 1508 678 182 1471 57 418 37 460 355 Arrive On Green 0.06 0.42 0.42 0.06 0.42 0.42 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1810 3582 1610 1810 3514 137 1323 121 1508 1243 Grp Volume(v), veh/h 128 1794 71 132 613 637 93 0 162 29 Grp Sat Flow(s),veh/h/ln 1810 1791 1610 1810 1791 1860 1323 0 1629 1243 Q Serve(g_s), s 4.0 42.8 2.7 4.2 30.7 30.8 5.7 0.0 7.8 1.9 Cycle Q Clear(g_c), s 4.0 42.8 2.7 4.2 30.7 30.8 10.0 0.0 7.8 9.7 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.93 1.00 Lane Grp Cap(c), veh/h 231 1508 678 182 750 779 418 0 497 355 V/C Ratio(X)0.55 1.19 0.10 0.73 0.82 0.82 0.22 0.00 0.33 0.08 Avail Cap(c_a), veh/h 440 1508 678 395 754 784 418 0 497 355 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 21.4 29.4 17.8 23.7 26.1 26.1 29.7 0.0 27.3 31.0 Incr Delay (d2), s/veh 2.1 92.1 0.1 5.4 7.0 6.8 1.2 0.0 1.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.0 51.5 1.7 3.3 19.4 20.0 3.5 0.0 5.9 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.4 121.5 17.9 29.2 33.1 32.9 30.9 0.0 29.0 31.4 LnGrp LOS C F B CCCCACC Approach Vol, veh/h 1993 1382 255 Approach Delay, s/veh 111.6 32.6 29.7 Approach LOS F C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 38.6 13.0 50.0 38.6 13.3 49.8 Change Period (Y+Rc), s *7.6 6.8 * 7.2 * 7.6 * 7.2 * 7.2 Max Green Setting (Gmax), s *27 18.2 * 43 * 31 * 18 * 43 Max Q Clear Time (g_c+I1), s 12.0 6.2 44.8 11.7 6.0 32.8 Green Ext Time (p_c), s 1.1 0.2 0.0 0.6 0.2 5.2 Intersection Summary HCM 6th Ctrl Delay 74.2 HCM 6th LOS E Notes User approved ignoring U-Turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 17081839 21022 Living Life DevelopmentHCM 6th Signalized 3: SR 434 & Fountaintree Dr Projected PM Peak Hour TMC Synchro 10 Report Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 9 85 Future Volume (veh/h) 9 85 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT)1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1900 1900 Adj Flow Rate, veh/h 9 85 Peak Hour Factor 1.00 1.00 Percent Heavy Veh, % 0 0 Cap, veh/h 48 451 Arrive On Green 0.31 0.31 Sat Flow, veh/h 156 1478 Grp Volume(v), veh/h 0 94 Grp Sat Flow(s),veh/h/ln 0 1634 Q Serve(g_s), s 0.0 4.3 Cycle Q Clear(g_c), s 0.0 4.3 Prop In Lane 0.90 Lane Grp Cap(c), veh/h 0 498 V/C Ratio(X) 0.00 0.19 Avail Cap(c_a), veh/h 0 498 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I)0.00 1.00 Uniform Delay (d), s/veh 0.0 26.0 Incr Delay (d2), s/veh 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 26.9 LnGrp LOS A C Approach Vol, veh/h 123 Approach Delay, s/veh 28.0 Approach LOS C Timer - Assigned Phs 17091840 21022 Living Life DevelopmentHCM 6th Signalized 4: N Winterpark Dr & SR 434 Projected AM Peak Hour TMC Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 875 48 44 1302 62 47 Future Volume (veh/h) 875 48 44 1302 62 47 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.98 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1826 1100 Adj Flow Rate, veh/h 911 50 46 1356 65 49 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2222554 Cap, veh/h 1222 67 204 1624 738 389 Arrive On Green 0.36 0.36 0.04 0.46 0.42 0.42 Sat Flow, veh/h 3519 188 1781 3647 1739 917 Grp Volume(v), veh/h 473 488 46 1356 65 49 Grp Sat Flow(s),veh/h/ln 1777 1837 1781 1777 1739 917 Q Serve(g_s), s 24.4 24.4 1.6 35.0 2.3 3.4 Cycle Q Clear(g_c), s 24.4 24.4 1.6 35.0 2.3 3.4 Prop In Lane 0.10 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 634 655 204 1624 738 389 V/C Ratio(X) 0.75 0.75 0.23 0.84 0.09 0.13 Avail Cap(c_a), veh/h 904 934 877 2148 738 389 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.5 29.5 22.2 24.9 18.0 18.3 Incr Delay (d2), s/veh 2.1 2.0 0.6 2.3 0.2 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 15.3 15.7 1.2 20.0 1.8 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.5 31.5 22.8 27.2 18.2 19.0 LnGrp LOS CCCCBB Approach Vol, veh/h 961 1402 114 Approach Delay, s/veh 31.5 27.1 18.5 Approach LOS C C B Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 50.0 10.5 44.1 54.6 Change Period (Y+Rc), s *5.6 6.8 6.8 6.8 Max Green Setting (Gmax), s *44 43.2 53.2 63.2 Max Q Clear Time (g_c+I1), s 5.4 3.6 26.4 37.0 Green Ext Time (p_c), s 0.4 0.1 6.1 10.7 Intersection Summary HCM 6th Ctrl Delay 28.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 17101841 21022 Living Life DevelopmentHCM 6th Signalized 4: N Winterpark Dr & SR 434 Projected PM Peak Hour TMC Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1465 92 35 1034 84 47 Future Volume (veh/h) 1465 92 35 1034 84 47 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1870 1856 1885 1885 1900 Adj Flow Rate, veh/h 1610 101 38 1136 92 52 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %023110 Cap, veh/h 1525 95 113 1892 662 594 Arrive On Green 0.44 0.44 0.03 0.53 0.37 0.37 Sat Flow, veh/h 3546 215 1767 3676 1795 1610 Grp Volume(v), veh/h 837 874 38 1136 92 52 Grp Sat Flow(s),veh/h/ln 1805 1861 1767 1791 1795 1610 Q Serve(g_s), s 53.2 53.2 1.4 26.4 4.1 2.5 Cycle Q Clear(g_c), s 53.2 53.2 1.4 26.4 4.1 2.5 Prop In Lane 0.12 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 798 822 113 1892 662 594 V/C Ratio(X) 1.05 1.06 0.34 0.60 0.14 0.09 Avail Cap(c_a), veh/h 798 822 694 1892 662 594 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.6 33.6 28.8 19.6 25.3 24.8 Incr Delay (d2), s/veh 45.7 49.3 1.7 0.5 0.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 42.5 45.0 1.0 15.6 3.4 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 79.3 82.9 30.5 20.2 25.7 25.1 LnGrp LOS F F CCCC Approach Vol, veh/h 1711 1174 144 Approach Delay, s/veh 81.1 20.5 25.5 Approach LOS F C C Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 50.0 10.4 60.0 70.4 Change Period (Y+Rc), s *5.6 6.8 6.8 6.8 Max Green Setting (Gmax), s *44 43.2 53.2 63.2 Max Q Clear Time (g_c+I1), s 6.1 3.4 55.2 28.4 Green Ext Time (p_c), s 0.4 0.1 0.0 9.2 Intersection Summary HCM 6th Ctrl Delay 55.0 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 17111842 1712 1713 1714 1715 1716 1717 1718 1719 1720