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HomeMy WebLinkAbout2025 04 24 Public Hearing 400 - Sutton Crossing - ACE HardwarePUBLIC HEARINGS AGENDA ITEM 400 PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA | APRIL 24, 2025 SPECIAL MEETING TITLE Sutton Crossings Phase 1 (Ace Hardware) – Final Engineering and Development Plans, Waivers, and Development Agreement. SUMMARY The Community Development Department r equests that the City Commission hold a Public Hearing to consider the Final Engineering/Site Plan Review, Waiver, and Development Agreement in order for the applicant to construct a ±23,517 square foot (SF) hardware store with three additional tenant spaces. FUNDING SOURCE RECOMMENDATION The Community Development Department r equests that the City Commission hold a Public Hearing to consider the Final Engineering/Site Plan Review, Waiver, and Development Agreement in order for the applicant to construct a ±23,517 square foot (SF) hardware store with three additional tenant spaces. 5 PUBLIC HEARINGS AGENDA ITEM PLANNING & ZONING BOARD Thursday, April 24 , 2025 | REGULAR MEETING TITLE Sutton Crossings Phase 1 (Ace Hardware) – Final Engineering and Development Plans, Waiver, and Development Agreement. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider the Final Engineering and Site Plans, Waivers, Specimen Tree removal, and Development Agreement in order for the applicant to construct a ±23,517 square foot (SF) hardware store with three additional tenant spaces and to construct all supporting infrastructure for the Sutton Crossings shopping center. General Information Applicant EPB Engineering & Construction PLLC Property Owner(s) EPB Engineering & Construction PLLC Location Northeast corner of Tuskawilla Road and Michael Blake Road Tract Size ±5.88 Acres Parcel ID Number 01-21-30-501-0000-0010; 26-20-30-5AR-0A00-008D; and 26-20- 30-5AR-0A00-008H Zoning Designation Town Center District (T-C) | T5 Transect | Urban Center Zone FLUM Designation Town Center District Adjacent Land Use North: Vacant East: Vacant South: Vacant West: Tuskawilla Rd. Principle building setbacks (from property line) Front/principle plane: 25 ft. min. - 50 ft. max (from front property line) Rear: 15 ft. (from rear property line) Side: 5 ft. min, 100 ft. max. (from side property line) Frontage buildout: 20% min. (at front setback) Development Standards Lot Width: 18 ft. min., 180 ft. max. Lot Depth: 30 ft. min., 160 ft. max. Lot Coverage: 100% max. 2 stories minimum 3 stories maximum Development Permits Not applicable 6 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 2 OF 20 Development Agreement Development Agreement | Pending Code Enforcement Not applicable City Liens Not applicable Background: On April 24, 2023, the City Commission approved the Aesthetic Plan for the Ace Hardware. The applicant is intending for the Ace Hardware to be Phase 1 of a greater development referred to as Sutton Crossings. The Ace Hardware (with three additional attached retail suites) is intended to be constructed on the eventual Lot 1 of the Sutton Crossings shopping center, which is intended to have five lots when the final plat is approved. The proposed applications provide for the clearing and grading and installation of all common infrastructure for the Sutton Crossings shopping center, along with the site plan specific to Ace Hardware with the three attached tenant spaces. Future development in the Sutton Crossings shopping center will require further City Commission approval of individual site plans. The subject property consists of three parcels totaling approximately 5.88 acres located on the northeast corner of Tuskawilla Rd. and Michael Blake Blvd. The property is currently bounded on the north and east sides by city right-of-way. The applicant has requested that the city abandon the right-of-way to allow for the Sutton Crossing development which includes this site. The request to vacate the existing right-of-way will be presented to the City Commission for a decision. The applicant is proposing a hardware store (Ace Hardware) with three additional tenant spaces. The proposed use of a hardware store is a permitted use in the T-5 transect of the Town Center District. The additional tenant spaces are intended to be retail or restaurants, both of which are generally permitted uses in the T-5 transect. Public Notices: Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations within ½ mile (28 notices) on October 25, 2023 for a Community Workshop held on November 14, 2023. There were no objections raised at the Community Workshop regarding the proposed development. Public hearing notices were mailed April 15, 2025. Analysis of Final Engineering (Sec. 20-33.1) Criteria: (a) Site and final engineering plans and the subdivision of land shall also be subject to the technical requirements set forth in Chapter 9 of the City Code. It is the intent of this section to apply to applications for site and final engineering plans and to any subdivision of land requiring a plat, if applicable, and does not include review and approval of a lot split application. Please see discussion below regarding technical requirements of Chapter 9. The Final Engineering Plans have been reviewed by the 7 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 3 OF 20 City’s engineer, concluding that the Plans satisfy the technical requirements provided the conditions of approval set forth below are met. (b) Except in situations involving one (1) single-family home, the planning and zoning board shall be required to review all site and final engineering plan and subdivision of land applications and make a written recommendation to the city commission. Such recommendation shall include the reasons for the board's recommendation and show the board has considered the applicable criteria set forth in this section. (c) Upon receipt of the planning and zoning board's recommendation, the city commission shall make a final decision on the application. If the city commission determines that the planning and zoning board has not made a recommendation on an application within a reasonable period of time, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. (d) Except in situations involving one (1) single-family home, all site and final engineering plan and subdivision recommendations and final decisions shall be based on whether the site and final engineering plan and subdivision of land complies with all the technical requirements set forth in chapter 9 of the City Code and the following criteria to the extent applicable: (1) Whether the applicant has demonstrated the site and final engineering plan and subdivision of land, including its proposed density, height, scale and intensity, hours of operation, building and lighting design, setbacks, buffers, noise, refuse, odor, particulates, smoke, fumes and other emissions, parking and traffic-generating characteristics, number of persons anticipated using, residing or working under the plan, and other off-site impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. Analysis: The project proposes a ±23,517 SF Ace Hardware with three (3) additional tenant spaces as well as all common infrastructure for a multiple-lot shopping center. The proposed Ace Hardware building will include a faux second two-story and include buffers and is consistent with adjacent uses. The proposed daily hours of operation are consistent with typical retail commercial uses and are not anticipated to have any adverse effects on the surrounding neighborhoods. The proposed use will not cause added noise, refuse, odor, particulates, smoke, fumes and other emissions, as the proposed use is a hardware store. The applicant has demonstrated that the parking and traffic-generating characteristics of the proposed use will not adversely impact the site and surrounding area. A traffic impact study for the entire Sutton Crossings shopping center has been submitted. (2) Whether the applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed density, scale and intensity of the site and final engineering plan requested. The site shall be of sufficient size to accommodate 8 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 4 OF 20 design amenities such as screening, buffers, landscaping, open space, off-street parking, safe and convenient automobile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. Analysis: The size and shape of the site, the proposed access and internal circulation, and the design enhancements are adequate to accommodate the proposed development. The development proposes to provide three points of access: one along Tuskawilla Road and two along Michael Blake Boulevard. Proposed on-site improvements to mitigate against potential adverse impacts of the proposed use include off-street parking, pedestrian mobility accommodations, and landscaping. The streetscape along Tuskawilla Road and other landscaping on-site will provide appropriate screening and aesthetics to mitigate potential off-site impacts. Parallel on-street parking and landscaping will also be provided on Michael Blake Boulevard consistent with the Town Center thoroughfare standards. (3) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Analysis: The development and subdivision of land is not anticipated to have an adverse impact on the local economy. The development of vacant land within the Town Center District is anticipated to provide an increase to the City’s taxable value. Additional land along SR 434 has begun the application process for development as a result of this project. Employment and property value with the subject site are anticipate to increase. (4) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. Analysis: The subject site is currently vacant and wooded. Adherence to the tree removal mitigation requirements under the City’s code will be required. The applicant has requested a waiver for the removal of a specimen tree east of the subject site, but within the overall development area. The proposed design incorporated pervious pavements and underground filtration of stormwater in addition to an on-site stormwater pond that encompasses a shared draining system throughout the overall Sutton Crossings property. Downstream flows are designed to flow offsite to the Tuskawilla Crossings Subdivision Pond 1 that is undergoing the review of a repair and rehabilitation project through St. Johns River Water Management District permit number 148395-4 through the City’s consultant, Pegasus Engineering. The permit encompasses the August 31, 2023 berm failure with a modification request to increase the project area to include this development (Sutton Crossings). The permit’s status at the time of this report is a request for additional information. The proposed development is not anticipated to have an impact on air, water, and noise pollution, vegetation and wildlife, open space, or noxious and desirable vegetation. 9 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 5 OF 20 (5) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Analysis: It is not anticipated that the proposed development will have an adverse impact on any historic, scenic, or cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. (6) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, fire, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. Analysis: The proposed development will be designed in accordance with the Town Center District Code, which will include the following public services; water, sewer, stormwater and surface water management, police, fire (Seminole County Fire Department). Water service is available along Tuskawilla Road and sanitary sewer service is available along Michael Blake Boulevard, and there is sufficient capacity to accommodate the proposed development. Stormwater management has been addressed above. (7) Whether the site and final engineering plan and subdivision of land, and related traffic report and plan provided by the applicant, details safe and efficient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected traffic on the immediate neighborhood, traffic circulation pattern for the neighborhood, and traffic flow through immediate intersections and arterials. Analysis: The Traffic Impact Analysis submitted by the applicant projected that a total of 3,354 net new daily trips will occur, with a morning peak of 293 trips and an evening peak of 285 trips. The analysis concluded that all existing road segments would continue to have adequate capacity to continue to operate satisfactorily with their adopted LOS standard with the projected traffic generation. The SR 434 434/Tuskawilla Road intersection, and SR 434/ Michael Blake Boulevard intersection, were analyzed as part of this project and is projected to operate at an adequate level-of-service (LOS). The intersection of SR 434/Michael Blake Boulard is currently signalized and is anticipated to experience delays for some approaches in the AM and/or PM peak hours due to background traffic at the intersections. This project’s projected trips does 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 satisfied 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 traffic generation from this project is negligible compared to the total traffic volumes of SR 434 and Tuskawilla Road and as such will not substantially impact those roadways or their intersections. 10 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 6 OF 20 (8) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. Analysis: The proposed development is not anticipated to have an adverse impact in this manner. (9) Whether the proposed site and final engineering plan and subdivision of land avoids significant adverse odor, emission, noise, glare, and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other sire elements. Analysis: Adverse odors, noise, glares, or vibrations are not anticipated. Staff requested modifications to accommodate adequate parking, delivery staging, and refuse collection. (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and final engineering plan and subdivision of land that addresses the safety and security needs of the establishment and its users and employees and minimizes impacts on the neighborhood, if applicable. Analysis: Security The development is to be secured through standard industry practices to include, but is not limited to, alarm systems, locks, exterior lighting, employee designated areas, customer/patron designated areas, etc. The site has been designed to minimize impacts on the adjoining neighborhood. (11) Whether the applicant has provided on the site and final engineering plan and subdivision of land an acceptable plan for the mass delivery of merchandise for new large footprint buildings (greater than twenty thousand (20,000) square feet) including the hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Analysis: Staff directed the project to accommodate areas within the development to accommodate the delivery of goods away from primary ingress/egress drive areas. The proposed hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood are outside of morning and evening peak trip generation periods. (12) Whether the applicant has demonstrated that the site and final engineering plan and subdivision of land have been designed to incorporate mitigative techniques and plans needed to prevent adverse impacts addressed in the criteria stated herein or to adjacent and surrounding uses and properties. Analysis: Staff finds that subject to the Conditions of Approval, the site and final engineering plans have been designed to incorporate mitigative techniques and 11 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 7 OF 20 plans needed to prevent the adverse impacts mentioned in the criteria on adjacent and surrounding uses and properties. (13) Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. Analysis: The applicant has agreed to execute a binding Development Agreement and it is attached hereto as an Exhibit. Water and Sewer: Water service is available from the City’s 12-inch water main located along Tuskawilla Road. Tie-ins will be run to the northeast corner of the Ace Hardware site to allow for future development on the remainder of the parcel. The development is projected to utilize 1,306 gallons of water per day encompassing Ace Hardware, and three attached retail spaces. Additionally, the development will utilize reclaimed water for irrigation purposes. Stormwater: The stormwater from this development will be handled by a detention pond constructed on the west side of the site, north of the parking area from the Ace Hardware. The parking spaces on site will be made of pervious pavement which will further help in reducing stormwater runoff. Transportation: The development provides access from Tuskawilla Road and Michael Blake Boulevard. Michael Blake Boulevard and State Road 434 is now a signalized intersection. The proposed internal transportation circulation was reviewed, and modifications were recommended by staff, and plans revised to reflect modifications. Parking Analysis: Per Section 20-324 of the City’s Land Development Code (LDC), there are no minimum parking requirements in the Town Center. The City required the applicant to provide a traffic study and a parking study which was prepared by the applicant based from the 10th Edition Institute of Transportation Engineers (ITE) Parking Generation Manual. For comparison purposes, Section 9-277 of the City’s LDC defines off-street parking requirements for specific land uses. The following minimum parking ratios for the proposed land use is defined in the Code: • General Business: One (1) parking space for each three hundred (300) SF of floor space in the building exclusive of storage space. If this development were outside the Town Center, and therefore required to meet the requirements of Sec. 9-277 of the City Code, there would be 78 parking spaces 12 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 8 OF 20 required. The applicant is proposing 82 parking spaces, including 4 handicap spaces. The applicant is also proposing 10 on-street parking spaces along Michael Blake Blvd. Aesthetic Review: The applicant previously applied for Aesthetic Review. The proposed aesthetics were reviewed by staff and the City Commission. The aesthetics for this proposed project were approved on April 24, 2023. Reports: The Final Engineering submittal is required to include the following reports. Reports October 13, 2022 Geotechnical Report | Native Geoscience, Inc. October 18, 2022 Phase 1 Environmental Site Assessment | Native Geoscience, Inc. October 19, 2022 Environmental Species and Wetland Report | Atlantic Ecological Services May 24, 2023 Arborist Report | Mary L. Edwards Consulting Arborist Services August 29, 2023 Drainage Report | Weinberg Engineering Procedural History: September 2023 Site Plan Review Application | SP2023-0052 FEDP-2024-0005 November 14, 2023 Community Workshop March 11, 2025 Waiver Application | WA2024-0002 April 24, 2025 Planning & Zoning Board/Local Planning Agency | Recommendation on Waivers, Final Engineering, and Development Agreement May 12, 2025 City Commission | Consideration of Waivers, Final Engineering, and Development Agreement Waiver Review: Pursuant to Section 20-34, Any real property owner may file a waiver application requesting a waiver(s) 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 13 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 9 OF 20 Commission. Such recommendation shall include the reasons for the board's recommendation and show the board has considered the applicable waiver criteria set forth and analyzed below. Upon receipt of the Planning and Zoning board's recommendation, the city commission shall make a final decision on the application. If the city commission determines that the planning and zoning board has not made a recommendation on an application within a reasonable period, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. Waiver I: A waiver to Section 20-324(6), Town Center District Code, General Provisions, to allow a drive-thru window in the side yard of the property (western side of building) where this section requires drive-thru windows to be located the rear yard or alley of a site. Waiver Review 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. Analysis: Staff finds that the applicant does not demonstrate that the applicable term and condition clearly created an illogical, impossible, impractical or patently unreasonable result related to the proposed development. The proposed drive-through window would be located facing Tuskawilla Road and would serve the end tenant suite in the Ace Hardware building. Prior waivers granted for drive-throughs in the Town Center have provided for the window to be located on the side of a building not facing a major thoroughfare. This end tenant suite is labeled as a retail use on the site plan (Retail Suite C), not a quick-serve restaurant. Further, the TIA included with the application for Final Engineering and Development Plans does not include the proposed street-facing pick-up window and drive- through lane, nor has a queuing analysis been submitted for review. As such, a recommendation for waiver approval cannot be made at this time. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan is otherwise substantially compliant with the design standards for the Town Center Code, with removal of the drive-through window on the Retail Suite C. As stated above, the location of the drive-through window is not consistent with the Town Center Code. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center, without the proposed drive-through. It will add to the pedestrian/bicycle nature of the Town 14 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 10 OF 20 Center by adding retail/ shopping options within walking or biking distance to the many residents already residing within the Town Center. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff does not find that the design and aesthetics of this project with the drive-through for Retail Suite C included will serve the public health, safety, and welfare of area residents. While the proposed development will contribute to tax revenues and job creation, and enhancement of retail available to Winter Springs, the applicant has nor demonstrated the impacts of the drive-thru on traffic and congestion internal to the project site. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver may diminish the essential character of the surrounding neighborhood. While the applicant proposes landscaping along Tuskawilla Road to help buffer the drive-thru its vehicular activity, currently there is not another example demonstrated in the Town Center District. 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. Analysis: Staff finds that this is not 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. Staff has not determined that this design best suits traffic flow while keeping all restaurant vehicular parking to the rear and out of site. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center without the inclusion of the drive-through on Retail Suite C. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. 15 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 11 OF 20 Waiver II: A waiver to Section 20-325, Town Center District Code, Transect Standards, to allow larger lot sizes in lieu of lot sizes with a maximum width of 180 ft and maximum depth of 160 ft. Waiver Review 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. Analysis: Staff finds that the applicant does demonstrate that the applicable term and condition clearly created an illogical, impossible, impractical or patently unreasonable result related to the proposed development. The application has proposed a re-plat under submitted subdivision application SBD-2024-0002 for Sutton Crossings that would accommodate the proposed sites for Ace Hardware (1.836 acres), Chick-Fil-A (1.66 acres), Bank (0.924 acres) and Early Learning Academy (1.132 acres). 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan is substantially compliant with the design standards for the Town Center Code. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center. It will add to the pedestrian/bicycle nature of the Town Center by adding retail/ shopping options within walking or biking distance to the many residents already residing within the Town Center. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the design and aesthetics of this project will serve the public health, safety, and welfare of area residents, and will contribute to tax revenues and job creation, and enhancement of retail available to Winter Springs. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish 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. 16 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 12 OF 20 Analysis: Staff finds that this 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. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. Waiver III: A waiver to Section 16-57, Prohibited Signs, to allow a freestanding master monument sign in lieu of not allowing a freestanding sign on SR 434. Waiver Review 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. Analysis: Staff finds that the applicant does demonstrates that the applicable term and condition clearly created an illogical, impossible, impractical or patently unreasonable result related to the proposed development. The applicant proposes that Sutton Crossings is a planned commercial development that requires a master monument sign to effectively inform passing traffic of the businesses within the shopping center. Staff agree that without such signage, visibility for tenants would be severely limited, creating an impractical and unreasonable burden on the businesses trying to attract customers. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan otherwise substantially compliant with the design standards for the Town Center Code. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center. It will add to the pedestrian/bicycle nature of the Town Center by adding retail/ shopping options within walking or biking distance to the many residents already residing within the Town Center. 17 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 13 OF 20 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the design and aesthetics of this project will serve the public health, safety, and welfare of area residents, and will contribute to tax revenues and job creation, and enhancement of retail available to Winter Springs. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish 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. Analysis: Staff finds that this 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. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. Waiver IV: A waiver to Section 16-57, Prohibited Signs, to allow a freestanding master monument sign in lieu of not allowing a freestanding sign on Tuskawilla Road. Waiver Review 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. Analysis: Staff finds that the applicant does demonstrates that the applicable term and condition clearly created an illogical, impossible, impractical or patently unreasonable result related to the proposed development. The applicant proposes that Sutton Crossings is a planned commercial development that requires a master monument sign to 18 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 14 OF 20 effectively inform passing traffic of the businesses within the shopping center. Staff agree that without such signage, visibility for tenants would be severely limited, creating an impractical and unreasonable burden on the businesses trying to attract customers. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan otherwise substantially compliant with the design standards for the Town Center Code. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center. It will add to the pedestrian/bicycle nature of the Town Center by adding retail/ shopping options within walking or biking distance to the many residents already residing within the Town Center. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the design and aesthetics of this project will serve the public health, safety, and welfare of area residents, and will contribute to tax revenues and job creation, and enhancement of retail available to Winter Springs. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish 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. Analysis: Staff finds that this 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. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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. 19 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 15 OF 20 Analysis: The Applicant is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. Waiver V: A waiver to Section 5-6(a)(1),Tree Protection and Preservation, Permit Application, to allow a statistical survey for trees between 4” DBH and 9” DBH in lieu of and inventory and location survey for all trees 4” DBH and greater. Waiver Review 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. Analysis: Staff finds that the applicant does demonstrates that the applicable term and condition clearly created an illogical, impossible, impractical or patently unreasonable result related to the proposed development. The applicant has proposed that the property contains a dense and excessive quantity of trees in the 4” to 9” DBH range and as such requiring a full location tree survey of every three within this class would be logistically infeasible, financially burdensome, and duplicative given the ecological intent of the code. Staff finds that the nationally accepted statistical sampling methodology to assess trees within the 4” to 9” DBH category aligns with best management practices outlined by the International Society, ensuring scientific accuracy and ecological sensitivity while maintaining regulatory intent. All trees 10” DBH and larger were individually surveyed and assessed, reflecting practical feasibility and higher ecological value of larger, more mature trees. . Recommended mitigation for trees 4” to 9” DBH has been assessed at 179 credits ($52,800). Recommended mitigation for trees 10” and larger has been assessed at 89 credits ($26,700). 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan otherwise substantially compliant with the design standards for the Town Center Code. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center. It will add to the pedestrian/bicycle nature of the Town Center by adding retail/ shopping options within walking or biking distance to the many residents already residing within the Town Center. 20 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 16 OF 20 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the design and aesthetics of this project will serve the public health, safety, and welfare of area residents, and will contribute to tax revenues and job creation, and enhancement of retail available to Winter Springs. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish 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. Analysis: Staff finds that this 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. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. Waiver VI: A waiver to Section 5-16, Tree Protection and Preservation, Waivers; incentive program and appeals, to allow a specimen tree removal in lieu of obstructing a building footprint. Waiver Review 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. Analysis: Staff finds that the applicant does demonstrates that the applicable term and condition clearly created an illogical, impossible, impractical or patently unreasonable result related to the proposed development. The applicant proposes that the specimen tree located in the 21 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 17 OF 20 proposed Chick-Fil-A building footprint, makes its removal necessary to accommodate the restaurant’s structure, parking, and drive-thru layout. Preserving the tree in int’s current location would render the site unusable for its intended purposed, preventing the development from proceeding as planned. Staff followed up with the applicant regarding relocation of the tree, an finds doing so unfeasible. Recommended mitigation for removal of a specimen tree has been assessed at 8 credits ($2,400). 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan otherwise substantially compliant with the design standards for the Town Center Code. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center. It will add to the pedestrian/bicycle nature of the Town Center by adding retail/ shopping options within walking or biking distance to the many residents already residing within the Town Center. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the design and aesthetics of this project will serve the public health, safety, and welfare of area residents, and will contribute to tax revenues and job creation, and enhancement of retail available to Winter Springs. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish 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. Analysis: Staff finds that this 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. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center. 22 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 18 OF 20 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. 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 Ch20, Sec. 20-1. Definitions. Ch20, Sec. 20-34 Waivers Ch20, Sec. 20-601. – Streetscape Requirements. Ch20, Division 12. - Town Center District Code City of Winter Springs Comprehensive Plan. Future Land Use Element, Policy 1.1.6 Fiscal Impact: Development of the subject property as a hardware store and retail space 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. Development Agreement: The applicant has agreed to a binding Development Agreement which is attached hereto as an exhibit. Staff Recommendation: Staff recommends that the Planning and Zoning Board recommend approval of the Waivers II-VI, Specimen Tree Removal, Final Engineering Plans, and Development Agreement to allow a hardware store with three (3) additional tenant spaces and construction of the Sutton Crossings shopping center infrastructure in the Town Center District, subject to the following conditions: 1. Proposed uses for the additional tenant spaces will be a permitted use in the T- 5 Town Center Transect or shall receive a Conditional Use approval from the City Commission. 2. Approval of both the St. Johns River Water Management District Environmental Resource Permit for the Project as well as the City’s Environmental Resource Permit application No. 148395-4 to repair and make improvements to the Tuskawilla Crossings pond, including accommodating 23 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 19 OF 20 the Sutton Crossings Project, shall be required prior to commencement of site clearing and construction. 3. Prior to final plat approval, the applicant/owners shall record covenants and restrictions for the property owner’s association that will be responsible for perpetual maintenance of the common infrastructure for the Sutton Crossings shopping center. The owner shall include a provision in the covenants and restrictions acknowledging and advising that the parking lot may flood and serve as a retention area for water impoundment during both the 25year/24hour and 100year/24hour storm events. The covenants and restrictions shall contain a release, hold harmless, and indemnification provision for all claims related to flooding of the parking area as a result of the design of the approved engineering plans against the City of Winter Springs. 4. An Economic Impact Analysis Report as required by the Town Center Design standards shall be reviewed and approved by staff prior to being heard before the City Commission. 5. The applicant shall be required to revise the final engineering plans to remove the drive-through land and window for Retail Suite C and continue the streetscape for Michael Blake Boulevard. 6. The P&Z recommendation of approval is contingent upon the City Commission’s approval of the right-of-way vacation. 7. The applicant shall be required to pay($52,800) for removal of trees 4” DBH – 9” DBH, and 89 mitigation credits ($26,700) for removal of trees 10” DBH and greater, excluding specimen tree(s), prior to the issuance of the tree removal and land clearing permit. 8. The applicant shall be required to pay 8 mitigation credits ($2,400) for removal of the specimen tree, prior to the issuance of the tree removal and land clearing permit. 9. Execution of Development Agreement prior to the issuance of the tree removal and land clearing permits. 10. There shall be no retail sales, manufacturing, or compounding of any products derived from the hemp plant or cannabis plant, including CBD (cannabidiol). 11. All grass on the Property shall be Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. 24 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, APRIL 24, 202 5 | PAGE 20 OF 20 Attachments: Community Workshop Flyer Drainage Report for Sutton Crossings Environmental Species and Wetlands Report. Phase I Environmental Site Assessment, Sutton Crossings Traffic Impact Analysis Sutton Crossings/ Ace Hardware Final Engineering and Development Plans Replat for Sutton Crossings Application for Final Engineering and Development Plan Application for Aesthetic Review Application for Development Agreement Approved Aesthetic Review Plans 25 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 1 of 19 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 EPB ENGINEERING & CONSTRUCTION, PLLC AND BLUE ORANGE HOLDINGS, LLC (Sutton Crossings Shopping Center) THIS DEVELOPMENT AGREEMENT ("Agreement") is made and executed this ______ day of _________________, 2025, 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 EPB ENGINEERING & CONSTRUCTION, PLLC, a Florida limited liability company, whose address is 3440 Edgewater Drive, Orlando, FL 32804; and BLUE ORANGE HOLDINGS, LLC, a Florida limited liability company, whose address is 3440 Edgewater Drive, Orlando, FL 32804 (hereinafter collectively referred to as “Developer”). WITNESSETH: WHEREAS, EPB Engineering & Construction, PLLC is the owner of approximately 3.58 acres, more or less, of real property located in the W1 Winter Springs tax district, generally located on the Northeast corner of Tuskawilla Road and Michael Blake Boulevard, in Winter Springs, Seminole County, Florida, more particularly described herein (“EPB Property”); and WHEREAS, Blue Orange Holdings, LLC is the owner of approximately 2.3 acres, more or less, of real property located in the W1 Winter Springs tax district, generally located on the Northwest corner of SR 434 and Michael Blake Boulevard, in Winter Springs, Seminole County, Florida, more particularly described herein (“Blue Orange Property”); and WHEREAS, Developer has applied for a Final Engineering/Site Plan Approval, Waivers, and Specimen Tree Removal from the City Code in order to construct the common FOR RECORDING DEPARTMENT USE ONLY 26 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 2 of 19 infrastructure for the Sutton Crossings shopping center plaza as well as a hardware store with three attached tenant suites on one portion of 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”), public Hearing Notices were mailed to all owners of real property adjacent to and within approximately five-hundred (500) feet of the subject property and all Homeowner’s Associations on file within the City of Winter Springs on April 15, 2025, and a Community Workshop for the Project was held on October 25, 2023; and WHEREAS, Section 20-29(c) of the City Code requires that all site plans and waivers shall be binding on the use of the subject property and, further, that as a condition of approval by the City Commission, all development projects requiring a community workshop pursuant to Section 20-29.1 of the City Code shall be required to be memorialized in a binding Development Agreement; and WHEREAS, this Development Agreement shall be recorded against the property so that the terms and conditions of approval related to the Project shall run with the land; and NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 The Property. The real property subject to this Agreement consists of tax parcel identification numbers of 01-21-30-501-0000-0010; 26-20-30-5AR-0A00-008D and 26-20-30- 5AR-0A00-008H and is legally described in EXHIBIT “A”, attached hereto and fully incorporated herein by this reference (the “Property”). 4.0 Project Description and Requirements. Developer shall, at its expense, design, permit and construct a ±23,517 square-foot hardware store with three (3) additional tenant spaces as well as all common infrastructure for a multiple-lot shopping center on the Property, located in the City of Winter Springs Town Center. The hardware store building and supporting infrastructure for the entire shopping center 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 Final Engineering/Site Plans, Aesthetic Plans, Waivers that are on file with the City with the following file numbers and consistent with the requirements contained in this Agreement: File No. FEDP-2024-0005 27 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 3 of 19 File No. WAIV-2024-0002 File No. AERV-2024-0003 1 File No. DVAG-2024-0002 For convenience, a copy of the Overall Site Plan is attached hereto and fully incorporated herein by this reference as EXHIBIT “B.” Specific conditions of approval for the above-referenced Plans and Waivers include the following, which are also addressed in the staff report for the Final Engineering/Site Plans, Aesthetic Plans, Waivers: A. Proposed uses for the additional tenant spaces will be a permitted use in the T-5 Town Center Transect or shall receive a Conditional Use approval from the City Commission. B. Approval of both the St. Johns River Water Management District Environmental Resource Permit for the Project as well as the City’s Environmental Resource Permit application No. 148395-4 to repair and make improvements to the Tuskawilla Crossings pond, including accommodating the Sutton Crossings Project, shall be required prior to commencement of site clearing and construction. C. Prior to final plat approval, the applicant/owners shall record covenants and restrictions for the property owner’s association that will be responsible for perpetual maintenance of the common infrastructure for the Sutton Crossings shopping center. The owner shall include a provision in the covenants and restrictions acknowledging and advising that the parking lot may flood and serve as a retention area for water impoundment during both the 25year/24hour and 100year/24hour storm events. The covenants and restrictions shall contain a release, hold harmless, and indemnification provision for all claims related to flooding of the parking area as a result of the design of the approved engineering plans against the City of Winter Springs. D. An Economic Impact Analysis Report as required by the Town Center Design standards shall be reviewed and approved by staff prior to being heard before the City Commission. E. The applicant shall be required to revise the final engineering plans to remove the drive-through land and window for Retail Suite C and continue the streetscape for Michael Blake Boulevard. F. Project approval is contingent upon the City Commission’s approval of the right- of-way vacation. G. The applicant shall be required to pay ($52,800) for removal of trees 4” DBH – 9” DBH, and 89 mitigation credits ($26,700) for removal of trees 10” DBH and greater, 1 Previously approved by the City Commission on April 24, 2023. 28 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 4 of 19 excluding the specimen tree(s), prior to the issuance of the tree removal and land clearing permit. H. The applicant shall be required to pay 8 mitigation credits ($2,400) for removal of the specimen tree, prior to the issuance of the tree removal and land clearing permit. I. There shall be no retail sales of alcohol and no retail sales, manufacturing, or compounding of any products derived from the hemp plant or cannabis plant, including CBD (cannabidiol). J. All grass areas on the Property shall use Bahia grass. No St. Augustine grass or 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 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. 29 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 5 of 19 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. 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. 30 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 6 of 19 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 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 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 31 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 7 of 19 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, 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 32 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 8 of 19 For Developer: EPB Engineering & Construction, PLLC Attn: ___________________ 3440 Edgewater Drive Orlando, Florida 32804 Phone: __________________ Email: __________________ Blue Orange Holdings, LLC Attn: __________________ 3440 Edgewater Drive Orlando, Florida 32804 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. 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 33 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 9 of 19 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 34 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 10 of 19 Signed, sealed and delivered in the presence of the following witnesses: Signature of Witness Printed Name of Witness ______________________________ Address of Witness ______________________________ Signature of Witness Printed Name of Witness _____________________________________________ Address of Witness ____________________________________________ EPB ENGINEERING & CONSTRUCTION, PLLC, a Florida limited liability company Print name: ________________________ Title:_____________________________ Date: _____________________, 2025 STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2025, by____________________, the __________________of EPB ENGINEERING & CONSTRUCTION, PLLC, 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: 35 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 11 of 19 Signed, sealed and delivered in the presence of the following witnesses: Signature of Witness Printed Name of Witness ______________________________ Address of Witness ______________________________ Signature of Witness Printed Name of Witness _____________________________________________ Address of Witness ____________________________________________ BLUE ORANGE HOLDINGS, LLC, a Florida limited liability company Print name: ________________________ Title:_____________________________ Date: _____________________, 2025 STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2025, by____________________, the __________________of BLUE ORANGE HOLDINGS, 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 36 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 12 of 19 AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED NULL AND VOID. 37 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 13 of 19 JOINDER AND CONSENT For and in consideration of the mutual covenants, terms, and conditions and restrictions contained herein, together with other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PATTI ANN SCHOEN, as holder of that certain Mortgage, and Security Agreement which is recorded in Official Records Book 10482, Page 605, of the Public Records of Seminole County, Florida, (the “Mortgage”) hereby joins in and consents to the foregoing Development Agreement by and between the City of Winter Springs, a Florida municipal corporation, and EPB Engineering & Construction, PLLC, a Florida limited liability company, and further acknowledges and agrees that its Mortgage shall be subordinated to such Development Agreement and the obligations contained therein. Dated this _______ day of ________________, 2025. Signed and sealed in the presence of: Print Name: Print Name: By: ___________________________________ Patti Ann Schoen STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2025, by Patti Ann Schoen who is personally known to me or produced _________________________________ as identification. 38 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 14 of 19 (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: 39 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 15 of 19 EXHIBIT A PROPERTY LEGAL DESCRIPTION Parcel Identification Number: 01-21-30-501-0000-0010 (EPB Property) (legal description continued on following pages) 40 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 16 of 19 Parcel Identification Numbers: 26-20-30-5AR-0A00-008D and 26-20-30-5AR-0A00-008H (Blue Orange Property) 41 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 17 of 19 42 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 18 of 19 43 DEVELOPMENT AGREEMENT City of Winter Springs and EPB Engineering & Construction, PLLC and Blue Orange Holdings LLC Page 19 of 19 EXHIBIT B OVERALL SITE PLAN 44 45 46 47 48 49 50 51 52 53 54 55 56 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 57 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 58 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 59 TURF TURF TURF TURF TURF TURF TURF TURF FDC PVI PVI 2 5 ' R TURF TURF TURF TURF TURF TURF TURF TURF TURF TURF TURFTURFTURF TURF TURF TURF TURF TURF TURF TURF TURF Wi n t e r S p r i n g s A c e H a r d w a r e LARRY DOBSON, L.A. DRAWN BY June 8, 2023 Sheldon Dean 1 OF State Of Florida Reg.# LA938 L.01 SHEETS2 SHEET JOB NO. 1"=20' DATE SCALE CHECKED L A N D S C A P E P L A N REVISIONS BY Larry K. Dobson C:\Sdean\Side Work\DWW\Winter Springs Ace Hardware_Utilities Site Plan - Standard\220336 WINTER SPRINGS FL-TOPO-TREES-TABLE - Standard (1)\Winter Springs Ace Landscape3-REV E.dwg WSA-001 DOBSON'S WOODS & WATER, INC. Landscape, Maintenance, Pest Control, & Irrigation Contractors Registered Landscape Architects # LC26000283 Certified General Contractors # CGC1515628 851 Maguire Rd. Ocoee, Fl 34761 Phone: 407-841-0030 FAx: 407-843-7546 WWW.dobsonsww.com SLDREV A - CC 11/28/23 REV D - SC 02/3/2025 SLD REV E - CC 3/3/25 SLD Pl a n t L e g e n d Sy m b o l Qt y Na m e Sp e c TR E E S MG / 4 5 6 So u t h e r M a g n o l i a 45 G a l l o n , 8 ' h t x 4 ' s p r d x 2 " c a l - P e r P l a n LO / 4 5 27 Li v e O a k 45 G a l l o n , 8 ' h t x 4 ' s p r d x 2 " c a l - P e r P l a n CM / 3 0 7 Cr e p e M y r t l e - P i n k 30 G a l l o n , 6 ' h t x 3 ' s p r d x M u l t i T r u n k 2 " c a l - P e r P l a n SH R U B S a n d G R O U N D C O V E R LJ / 7 26 8 Sw e e t V i b u r n u m 7 G a l l o n , 3 0 " h t x 2 4 " s p r d - 3 0 " O . C BM / 3 26 0 Bo x W o o d 3 G a l l o n , 1 8 " h t x 8 " s p r d - 1 8 " O . C RR / 3 33 0 Re d R u f f e l A z e l a 3 G a l l o n , 1 8 " h t x 8 " s p r d - 2 4 " O . C AJ / 1 14 7 4 As i a t i c J a s m i n e 1 G a l l o n , 3 R u n n e r s p e r P o t , 1 2 " M i n L e n g h t - 1 8 " O . C SJ / 1 32 9 Sh o r e J u n i p e r 1 G a l l o n , 8 " S p r d x 4 " h t - 2 4 " O . C TU R F St . A u g u s t i n e S o d Pe r P l a n S o l i d S o d 60 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 61 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 62 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 63 40 64 65 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 66 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 67 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 68 PRICE: $27,300.00 PER SIGN PLUS PERMTTING ADD $3,500 PER SIGN FOR BRICK BASE. CAN GIVE A MORE ACCURATE NUMBER AT TIME OF INSTALLATION. PROJECT NAME: SUTTON CROSSINGS DATE: 12.12.23 FABRICATE AND INSTALL THREE DOUBLE SIDED ILLUMINATED MONUMENT SIGNS. SIGN CABINET IS ALL ALUMINUM CONSTRUCTION USING 2”X2”X3/16” ALUMINUM ANGLE FRAME AND SKINNED WITH .063” ALUMINUM SHEET. INTERNAL ILLUMINATION IS LED TAPOUT STICKS. FACES ARE WHITE PANNED ACRYLIC WITH T-BAR DIVIDERS AND GRAPHICS WILL BE 3M TRANSLUCENT VINYL. BASE WILL BRICK VENEER MOUNTED TO ALUMINUM POLE COVER. STEEL PIPE AND CONCRETE FOOTER PER ENGINEERS CALCULATIONS. 8’-6” SUTTON CROSSINGS LOT 1/2 34”X51” TENANT PANEL 4 3 4 LOT 1/2 34”X51” TENANT PANEL LOT 3/4/5 34”X51” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL 69 70 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 71 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 72 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 73 March 3, 2025 Wess McMillian Ace Hardware Central Florida Dear Wess, I would like to summarize the timeline and requirements for the Statistical Survey that was approved by the City of Winter Springs in March 2022. This survey was conducted for the adjacent parcel located at the southeast corner of Tuscawilla Road and Michael Blake Boulevard, which is now referred to as Sutton Crossing Development. On March 7, 2022, I emailed Kevin Maddox, the Landscape Manager at that time for the City of Winter Springs, to make the following request: The tree survey identified a total of 706 trees on the property, with 400 trees having a diameter of 4”– 9” and 306 trees ranging from 10”–30” in diameter. However, the survey did not include the necessary species identification, which is required for development. I proposed that, instead of identifying the species of all 706 trees, it would be acceptable to conduct a Statistical Survey for the 400 trees with diameters between 4” and 9” and provide an individual assessment for the 306 trees with diameters between 10” and 30”. That same day, March 7, 2022, Mr. Maddox responded, confirming that after consulting with the Community Development Director, this approach was deemed acceptable. With this approval, we scheduled the final assessment for May 24, 2023. The results of the statistical survey assessment are provided below, along with supporting images and site characteristics. Statistical Tree Survey Results for Sutton Crossing Development: 100% of trees under 10” in diameter appear to be volunteer trees. There were very few mature trees for the size of the parcel. The area consists of vines, volunteer trees, invasive species, and Palmetto ground cover. These are trees/plants that were not planted with purpose and tend to be less than a desirable species with poor form and lack of value. The species outline for this tree canopy consists of. 1.10% - (40 trees) Quercus virginiana – Live Oak – 50% Poor and 50% Moderate, the same as the full inventory assessment 2.10% - (40 trees) Quercus laurifolia - Laurel Oak – Poor condition, stretched canopies, and heavy vines. 3.55%- (220 trees) Invasive Species and Palmettos – Poor Invasive Species 4.1% (4 trees) Prunus laurocerasus - Cherry Laurel – Poor – Poor Form and Weak Structures 5.23% (92 trees) Pinus elliottii – Slash Pine – Poor Heavily encroached by surrounding vines 6.1% (4 trees) Prunus serotina – Black Cherry – Poor most of this species was dead or in a state of 74 decline Examplesofvolunteertrees underteninchesindiameter Supporting Characteristics for Health Assessments: Healthratingsforindividual treeswillbe basedonthe following criteria: Excellent – Specimentreegoodhealth Good – Tree that meets available points forgood structure, viable canopy and without decay. Moderate – Treethatdoes notmeeteithergoodstructure,viablecanopyorhasinternaldecay present. Poor – Treethatmeetsmultiple stressitemsandshouldbeconsidered forremovalalsoincludes Invasive Species– Removal Only The underbrush and heavyforestation were consistent throughout the entire site, resulting in poor trunk and canopy form primarily due to the heavy encroachment from neighboring trees, heavy vines, and insufficient sunlight for proper development. This site had large openings with little to no tree cover giving the vine and Palmetto population an opportunity to mature which has completely engulf the neighboring tree canopies. (Pictures below). Heavily encroached canopies with vines Othercharacteristics suchastrunk wounding, advanced decay,and Pine decline was evident throughout the property. There was excessive utilitypruning along the east property line leaving one-sided canopies with poor form, dead trees, high stretched canopies competing for sunlight and branch bark inclusions on the co- dominant and tri-dominant trunk structures. There was also stormdamage along the southeastcornerof the property, where trees were broken and damagedfrom high winds. These circumstances play a significant role in determining if a tree is in good health and suitable for preservation (Example Pictures below). 75 Large deadwood, broken branches, and damaged trees. We also conducted the individual species identification and health assessment for all of the (306) trees 10” diameter and greater. The result of this assessment is attached to this summary report. Again Wess, thank you for the opportunity to submit this Consulting Arborist report. Please let me know if you have any questions regarding this information. Sincerely, Mary Mary L. Edwards Registered Consulting Arborist RCA #451 ISA Certified Arborist FL-0116- ISA Qualified Tree Risk Assessor mary@maryedwardsarborist.com 321-303-4714 76 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 77 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 78 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 79 80 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 81 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 82 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 83 PRICE: $27,300.00 PER SIGN PLUS PERMTTING ADD $3,500 PER SIGN FOR BRICK BASE. CAN GIVE A MORE ACCURATE NUMBER AT TIME OF INSTALLATION. PROJECT NAME: SUTTON CROSSINGS DATE: 12.12.23 FABRICATE AND INSTALL THREE DOUBLE SIDED ILLUMINATED MONUMENT SIGNS. SIGN CABINET IS ALL ALUMINUM CONSTRUCTION USING 2”X2”X3/16” ALUMINUM ANGLE FRAME AND SKINNED WITH .063” ALUMINUM SHEET. INTERNAL ILLUMINATION IS LED TAPOUT STICKS. FACES ARE WHITE PANNED ACRYLIC WITH T-BAR DIVIDERS AND GRAPHICS WILL BE 3M TRANSLUCENT VINYL. BASE WILL BRICK VENEER MOUNTED TO ALUMINUM POLE COVER. STEEL PIPE AND CONCRETE FOOTER PER ENGINEERS CALCULATIONS. 8’-6” SUTTON CROSSINGS LOT 1/2 34”X51” TENANT PANEL 4 3 4 LOT 1/2 34”X51” TENANT PANEL LOT 3/4/5 34”X51” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL LOT 3/4/5 34”X25.5” TENANT PANEL 84 85 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 2019/10 Page 1 of 5 The Community Development Director reserves the right to determine whether this application is complete and accurate. An incompleteapplicationwillnotbeprocessedandwillbereturnedtotheapplicant.The application shall be reviewed per Chapter 9–Aesthetic Review Sec.9-605.The sufficiency review shall be completed within thirty (30) calendar days per FL Statue 166.033. Once the application is deemed sufficient, the applicant shall move forward with the Community Workshop, required per Chapter 20–Zoning Sec.20-29.1. Applicants are responsible for posting notice (provided by the city) on the site at least seven (20) days prior to the City Commission (CC) meeting at which the matter will be considered. Said notice shall not be posted within the City right-of-way. All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative. Applicants are further advised that a Conditional Use is quasi-judicial in nature. Therefore, APPLICANT ACKNOWLEDGES and AGREES, by signing below, that he or she: • May be sworn-in as a witness in order to provide testimony to the City Commission; • Shall be subject to cross-examination by party intervenors (if requested); and • Shall be required to qualify expert witnesses, as appropriate. Applicants are encouraged to familiarize themselves with Chapter 2 – Administration Sec. 2-30 of the Winter Springs City Code relating to Quasi-Judicial Rules and Procedures of the City Commission. All Aesthetic Review recommendations shall be based from the required information/documentation provided, the Winter Springs Code of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable). The City Commission (CC) shall render all final decisions regarding Aesthetic Review and may impose reasonable conditions on any approved Aesthetic Review to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the Winter Springs Code of Ordinances and the Winter Springs Comprehensive Plan. All formal decisions shall be based on competent substantial evidence and the applicable criteria as set forth in Chapter 9, Aesthetic Review Standards. Applicants are advised that if, they decide to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verbatim record of the proceedings is made, at their cost, which includes the testimony and evidence upon which the appeal is to be based, per Florida Statute 286.0105. An Aesthetic Review Approval by the City Commission under this article shall be valid for a maximum of eighteen (18) months from the date the city commission renders its approval at a public meeting. If the applicant fails to obtain a building permit within the eighteen (18) month period, the city commission's approval shall expire at the end of the period. However, once a building permit is issued, the approval shall be valid for a time period equal to the permit and shall expire only if the building permit expires. Reasonable extensions may be granted by the city commission upon good cause shown by the applicant, provided substantial changes have not occurred in the surrounding area that would make the prior approval inconsistent with the criteria set forth in Chapter 9-Aesthetic Review Sec.9-9603 86 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 2019/10 Page 2 of 5 REQUIRED INFORMATION: Applicant(s):Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: Future Land Use: Zoning District: Final Engineering Approval Date: Has the applicant agreed to 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 No List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: John McMillan (Part of Sutton Crossings Development with Equinox)11/13/2022 PO Box 1013 Oakland Fl. 34760 wessmcmillan@centralfloridaace.com 407-509-7098 Patti Schoen Chuckcpa@suddenlinkmail.com Schoen 304-345-3700 Sutton Crossings Undeveloped Land East of 190 Tuskawilla Rd. Winter Springs Fl. 32708 01-21-30-501-0000-0010 3.422 Acres Undeveloped Land (Mixed Commerical Use) Mixed Commercial Use T-5 NA X NA - No Testimony NA - No Testimony 87 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 2019/10 Page 3 of 5 Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing CRITERIA FOR REVIEW: 1. The PLANS AND SPECIFICATIONS 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. 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. 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 five 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 significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. 4. The PLANS for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. 5. The PROPOSED PROJECT is consistent and compatible with the intent and purpose of this article, the Comprehensive Plan for Winter Springs, design criteria adopted by the City (e.g. Town Center guidelines, SR 434 design specifications) and other applicable federal, state or local laws. 6. The PROPOSED PROJECT has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite-resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. 88 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 2019/10 Page 4 of 5 REQUIRED DOCUMENTATION (PDF): ___ A complete Application and applicable fee ___ Minor (Site less than 2 acres) – $300* ___ Major (Site greater than 2 acres) – $600* ___ Modification of previously approved Aesthetic Review – $300* ___ A Legal Description accompanied by a certified survey or the portion of the map maintained by the Seminole County Property Appraiser reflecting the boundaries of the subject property (To scale). ___ Site Plan ___ Building Elevations (color) illustrating all sides of structures ___ COLOR RENDERING illustrating street view with landscaping at time of planting; ___ ILLUSTRATIONS of all WALLS, FENCES, AND OTHER ACCESSORY STRUCTURES and indication of their height and the materials proposed for their construction; ___ SIGNAGE ELEVATIONS of proposed exterior permanent signs, outdoor advertising or other constructed elements other than habitable space, if any; ___ IDENTIFICATION of MATERIALS, TEXTURES, AND COLORS (include paint chips) to be used on all buildings, accessory structures, exterior signs, and other constructed elements; ___ OTHER architectural and engineering data as may be requested to clarify the application. ___ For all new commercial development and new residential subdivisions of ten (10) or more lots or existing commercial buildings being altered by 50 percent or greater of the original floor plan or seating capacity and requiring a modified site plan, or development agreements process under section 20-28.1 of the City Code, or as otherwise deemed applicable by the city to relevantly and competently examine an application for compliance with the city code and the affect and impact the proposed use will have on neighborhood and surrounding properties, applicants shall be required to submit with the following additional information referenced in Chapter 20 – Zoning Sec.20.29 Applications (7) – (11). * Fees are as shown above plus actual costs incurred for advertising or notification, and for reimbursement for technical and/or professional services which may be required in connection with the review, inspection or approval of any development (based on accounting submitted by the city’s consultant) , payable prior to approval of the pertinent stage of development. X X X X X X X Later X Later Later 89 90 FLOOD NOTE: BASED ON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) AVAILABLE ONLINE AT WWW.MSC.FEMA.GOV, AND BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "X" ON FLOOD INSURANCE RATE MAP NUMBER 12117C0160F, WHICH BEARS AN EFFECTIVE DATE OF 09/28/2007 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. BY REVIEWING FLOOD MAPS PROVIDED BY THE NATIONAL FLOOD INSURANCE PROGRAM WE HAVE LEARNED THIS COMMUNITY DOES PARTICIPATE IN THE PROGRAM. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THE ACCURACY OF THE MAPS AND/OR TO APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. REGULAR= 0 HANDICAP= 0 TOTAL= 0 148,735± SQUARE FEET 3.414 ± ACRES 0AT I O N A L TO: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; JOHN W. MCMILLAN: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(a), 7(b)(1), 7(c), 8, 9, 13, 14, 16, AND 17 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 04/05/2022. DATE OF PLAT OR MAP: 05/03/22. ____________________ __________ REGISTERED SURVEYOR: MICHAEL W. SOLITRO DATE PROFESSIONAL LAND SURVEYOR NO.: 4458 STATE OF FLORIDA LB6300 EP U B L I C 4 WINTER SPRINGS, FLORIDASEMINOLE COUNTY TUSKAWILLA ROAD AND MICHAEL BLAKE BLVD. BEARINGS SHOWN HEREON ARE BASED ON FLORIDA EAST STATE PLANE COORDINATES BASED ON RTK NETWORK GPS OBSERVATION. PROJECT NAME NOT TO SCALE ALL MATTERS CONTAINED ON THE PLAT OF TUSKAWILLA, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (AFFECTS, BLANKET IN NATURE) ORDINANCE RECORDED IN O.R. BOOK 2001, PAGE 647, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (AFFECTS, BLANKET IN NATURE) ORDINANCE RECORDED IN O.R. BOOK 2094, PAGE 287, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (AFFECTS, BLANKET IN NATURE) RESOLUTION RECORDED IN O.R. BOOK 3191, PAGE 791, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORID 1. WITH REGARD TO TABLE A, ITEM 11, SOURCE INFORMATION FROM PLANS AND MARKINGS WILL BE COMBINED WITH OBSERVED EVIDENCE OF UTILITIES PURSUANT TO SECTION 5.E.IV. TO DEVELOP A VIEW OF THE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE THE SURVEYOR SHALL NOTE ON THE PLAT OR MAP HOW THIS AFFECTED THE SURVEYOR'S ASSESSMENT OF THE LOCATION OF THE UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATE REQUEST MAY BE NECESSARY. 2. ALL STATEMENTS WITHIN THE CERTIFICATION, AND OTHER REFERENCES LOCATED ELSEWHERE HEREON, RELATED TO: UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY WALLS, PARKING, EASEMENTS, SERVITUDES, AND ENCROACHMENTS ARE BASED SOLELY ON ABOVE GROUND, VISIBLE EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON. 3. THIS SURVEY MEETS OR EXCEEDS THE SURVEY STANDARDS/STANDARDS OF CARE AS SET FORTH IN SECTION 3 OF THE 2016 ALTA/NSPS SURVEY REQUIREMENTS. 4. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO TUSKAWILLA RD AND MICHAEL BLAKE BLVD, A DEDICATED PUBLIC STREET OR HIGHWAY. 5. THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. 6. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 7. THE PARCELS CONTAINED IN THE LEGAL DESCRIPTION ARE CONTIGUOUS WITHOUT ANY GAPS, GORES OR OVERLAPS. 8. BUILDING AREAS SHOWN HEREON ARE FOR THE FOOTPRINT OF THE BUILDING ONLY. 9. NO APPARENT CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION. NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 10. NOT VALID WITHOUT THE ELECTRONIC SIGNATURE OR ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO SURVEY MAPS, SKETCHES, OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 11. NO ATTEMPT WAS MADE TO DETERMINE WETLANDS OR OTHER ENVIRONMENTAL ISSUES, UNLESS OTHERWISE NOTED. 12. ALL BEARINGS AND DISTANCES ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. 13. RECORD 1 (R1) BASED ON TUSKAWILLA CROSSINGS PHASE 1, PLAT BOOK 83, PAGE 89, RECORD 2 (R2) BASED ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 77070-2516 SHEET 10 OF 13, RECORD 3 (R3) BASED ON SEMINOLE COUNTY RIGHT OF WAY MAP PROJECT PS-107 SHEETS 8 AND 9. 14. TOPOGRAPHICAL ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. 15. AERIAL PHOTO DATED 8/6/20 PREPARED BY REPUBLIC NATIONAL, INC. LOTS 1 AND 2 AND THAT PART OF LOTS 3 AND 4 EAST OF GOLDENROD ROAD, TUSKAWILLA, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: THE NORTH HALF (1/2) OF THE VACATED RIGHT-OF-WAY ADJACENT ON THE SOUTH, AS DESCRIBED IN RESOLUTION RECORDED IN O.R. BOOK 1050, PAGE 401, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT: THOSE PORTIONS TAKEN IN WARRANTY DEED RECORDED IN O.R. BOOK 2440, PAGE 489, AND ORDER OF TAKING RECORDED IN O.R. BOOK 3326, PAGE 1162, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, COMMITMENT FILE NO.: 908435, WITH AN EFFECTIVE DATE OF DECEMBER 13, 2021. ENCROACHMENT BY DRAINAGE MANHOLE 0.4' INLET CONCRETE. SHOEN PROPERTY 5 S R 4 3 4 TU S K A W I L L A R D NATURES WAY MILKY WAY MICH A E L BLAK E B L V D THERE ARE NO SURVEY RELATED ITEMS TO BE SHOWN. 6 7 8 91 92 02 03 0201 01 02 03 04 02 04 06 0406 01 02 04 03 0205 060104 01 MFR -CULTURED STONE STYLE -RIVER ROCK 02 SCORED EIFS COLOR -SW AESTHETIC WHITE 03 STUCCO COLOR -SW AGREEABLE GRAY 04 STUCCO COLOR -SW ALABASTER 05 METAL TRUSS COLOR-SW NIGHT OUT 06 ANTI-CLIMB FENCE COLOR -FACTORY BLACK WITH PRIVACY SCREEN - FACTORY BLACK © 2024 Microsoft Corporation © 2024 TomTom PROPOSED SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED ACE HARDWARE LOCATION OF SITE E. SR. 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 SECTION 38, TOWNSHIP 21 SOUTH, RANGE 31 EAST FOR GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 OVERALL SITE PLAN C-301 SITE PLAN C-302 TRUCK TURNING PLAN C-303 TRUCK TURNING PLAN C-304 OVERALL GRADING AND DRAINAGE PLAN C-401 GRADING AND DRAINAGE PLAN C-402 CROSS SECTIONS C-403 OVERALL UTILITY PLAN C-501 UTILITY PLAN C-502 UTILITY PLAN C-503 EROSION AND SEDIMENT CONTROL PLAN C-801 CONSTRUCTION DETAILS C-901 DRAINAGE DETAILS C-902 DRAINAGE DETAILS C-903 CITY OF WINTER SPRINGS UTILITY DETAILS C-904 CITY OF WINTER SPRINGS UTILITY DETAILS C-905 CITY OF WINTER SPRINGS UTILITY DETAILS C-906 FDOT STANDARD DETAILS C-907 C-101 COVER SHEET LOCATION MAP SCALE: 1" = 1,000' SOURCE: MICROSOFT 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 - C O V E R S H E E T LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. APPLICANT/CONTACT BLUE ORANGE HOLDINGS, LLC WESS MCMILLAN PHONE: (407) 509-7098 EMAIL: WESSMCMILLAN@GMAIL.COM CONTACT: FL-PERMITS@BOHLERENG.COM PREPARED BY REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: REPUBLIC NATIONAL 480 NEEDLES TRAIL LONGWOOD, FL 32779 DATED: 10/08/24 (REV. 4) JOB # /SURVEY JOB #: 220336 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: YOVAISH ENGINEERING SERVICES 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 DATED: 10/12/23 ¨ARCHITECTURAL PLAN: STUDIO1+ 9100 CONROY WINDERMERE ROAD, SUITE 200 PMB 374 WINDERMERE, FL 34786 DATED: 08/20/24 GOVERNING AGENCIES ¨PLANNING, ZONING COMMITTEE CITY OF WINTER SPRINGS 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨BUILDING DEPARTMENT CITY OF WINTER SPRINGS BUILDING DEPT. 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨FIRE DEPARTMENT SEMINOLE COUNTY FIRE DEPT. 150 ESLINGER WAY SANFORD, FL 32773 PHONE:(407) 665-5042 ¨FDOT DISTRICT 5 719 SOUTH WOODLAND BLVD. DELAND, FL 32720 PHONE:(800) 780-7120 ¨SJRWMD 19561 SE HWY. 42 UMATILLA, FL 32784 PHONE:(832) 821-1043 ROW JURISDICTION ¨TRAFFIC, STORMWATER, WATER & SEWER CITY OF WINTER SPRINGS PUBLIC WORKS 1126 E. SR. 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327-5989 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS UTILITIES ¨TELEPHONE AT&T PHONE:(407) 778-9140 ¨CABLE/INTERNET/FIBER SPECTRUM CONTACT: HELENE HERNANDEZ PHONE:(407) 332-8092 ¨ELECTRIC DUKE ENERGY 2801 WEST STATE ROAD 426 OVIEDO, FL 32765 PHONE:(407) 359-4447 ¨GAS FLORIDA PUBLIC UTILITIES 405 S. HWY 17-92 DEBARY, FL 33713 CONTACT: DAVID JOHNSON PHONE: (352) 636-7057 ¨WATER AND SEWER CITY OF WINTER SPRINGS 1126 E. S.R. 434 WINTER SPRINGS, FL 32708 CONTACT: DILLON THOMAS PHONE: (407) 327-1800 EXT. 588 THE LAND IS DESCRIBED AS FOLLOWS: THAT PART OF LOT 8 BLOCK "A", OF TUSKAWILLA, ACCORDING TO THE PLAT OF MITCHELL'S SURVEY OF THE LEVY GRANT AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWESTERN MOST CORNER OF LOT 31 ST. JOHNS LANDING AS RECORDED IN PLAT BOOK 53, PAGES 45 THRU 49 OF SAID PUBLIC RECORDS, SAID POINT BEING A RECOVERED CONCRETE MONUMENT ON THE EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AS RECORDED IN OFFICIAL RECORDS BOOK 3225, PAGE 1829 OF SAID PUBLIC RECORDS; THENCE RUN NORTH 59°31'38" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTH LINE OF SAID LOT 31 FOR A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 30°04'55" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 5.00 FEET; THENCE CONTINUE SOUTH 30°04'55" WEST A DISTANCE OF 35.00 FEET; THENCE SOUTH 59°31'38" EAST, A DISTANCE OF 1132.34 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE AT 60°36'00" FOR AN ARC DISTANCE OF 158.65 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 01°04'22" WEST A DISTANCE OF 146.91 FEET; THENCE SOUTH 24°59'41' WEST, A DISTANCE OF 318.72 FEET; THENCE SOUTH 00°00'00" EAST A DISTANCE OF 115.48 FEET; THENCE SOUTH 36°55'21" EAST A DISTANCE OF 217.54 FEET; THENCE SOUTH 15°19'53" EAST A DISTANCE OF 140.49 FEET; THENCE SOUTH 02°23'00" WEST A DISTANCE OF 556.34 FEET; THENCE SOUTH 07°25'15" WEST A DISTANCE OF 272.61 FEET; THENCE SOUTH 29°30'05" WEST A DISTANCE OF 231.32; THENCE SOUTH 50°31'58" WEST A DISTANCE OF 1475.69 FEET TO THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 77070-2516; THENCE CONTINUE SOUTH 50°31'S8" WEST FOR A DISTANCE OF 143.34 FEET TO A FOUND 1/2" IRON ROD & CAP (LB ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY NORTH 39°47'08" WEST, 741.99 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID SOUTHWESTERLY RIGHT OF WAY SOUTH 50°22'25" WEST, 153.21 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071); THENCE SOUTH 49°13°20" WEST, 22.84 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21°33'57", AND A CHORD BEARING AND DISTANCE OF SOUTH 68°52'35" WEST, 63.61 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A. DISTANCE OF 63.99 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON THE WESTERLY RIGHT OF WAY OF C.S.X TRANSPORTATION., INC "LAKE CHARM BRANCH" RAIL CORRIDOR; SAID POINT BEING ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°28'47", AND A CHORD BEARING AND DISTANCE OF SOUTH 01°55'26" EAST, 31.04 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, A DISTANCE OF 31.04 FEET TO A FOUND 4"X4" CONCRETE MONUMENT (LB 220) ON THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY, ALONG SAID EASTERLY EXTENSION OF NORTH LINE, NORTH 87°52'13" WEST, 143.10 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID EASTERLY EXTENSION OF THE NORTH LINE, ALONG SAID EASTERLY RIGHT OF WAY, NORTH 02°44'06" EAST, 510.43 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R MITCHELL'S SURVEY OF LEVY GRANT, THENCE DEPARTING SAID EASTERLY RIGHT OF WAY, ALONG SAID NORTHERLY RIGHT OF WAY, NORTH 87°56'41" WEST, 21.83 FEET TO THE EASTERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 2152, PAGE 533 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY, ALONG SAID EASTERLY BOUNDARY, NORTH 02°03'02" EAST, 65.81 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY OF AFORESAID STATE ROAD 434; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG THE SAID SOUTHWESTERLY RIGHT OF WAY THE FOLLOWS THREE (3) COURSES: 1) THENCE SOUTH40°37'45" EAST, 224.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY, : HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°18'00", AND A CHORD BEARING AND DISTANCE OF SOUTH 06°37'29" WEST, 19.42 FEET; 2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 19.42 FEET TO THE END OF SAID CURVE; 3) THENCE S.39°47'08"E., 293.27 FEET TO THE POINT OF BEGINNING. LESS (OFFICIAL RECORDS BOOK 8943, PAGE 877) A PORTION LOT 8, BLOCK A, DR MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE RESERVE AT TUSCAWILLA PHASE II, AS RECORDED IN PLAT BOOK 50, PAGES 3 THROUGH 9 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN SOUTH 00°45'33" EAST ALONG THE WESTERLY LINE OF SAID RESERVE AT TUSCAWILLA, PHASE II, ALSO BEING THE EAST LINE OF BLOCK A, GARDENA FARMS TOWN STIES, AS RECORDED IN PLAT BOOK 6, PAGE 39, OF THE SAID PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FOR A DISTANCE OF 810.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS AS RECORDED IN OFFICIAL RECORDS BOOK 3177, PAGE 632 OF SAID PUBLIC RECORDS; THENCE DEPARTING SAID WEST LINE AND SAID EAST LINE, RUN NORTH 55°28'13" WEST ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 593.50 FEET TO THE SOUTHEAST CORNER OF BLOCK C, OF SAID GARDENA FARMS TOWN SITES; THENCE CONTINUE NORTH 55°28'13" WEST, ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 800.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1815.35 FEET, A CHORD BEARING OF NORTH 39°53'20" WEST AND A CHORD DISTANCE OF 974.43 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 31°08'12" FOR AN ARC DISTANCE OF 986.53 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2148.74 FEET, A CHORD BEARING OF NORTH 22°10'08" WEST AND A CHORD DISTANCE OF 162.34 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 04°19'47" FOR AN ARC DISTANCE OF 162.58 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS, AS RECORDED IN OFFICIAL RECORDS BOOK 3988, PAGE 1075 OF THE AFORESAID PUBLIC RECORDS OF SEMINOLE COUNTY; THENCE RUN NORTH 49°31'30" EAST, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, NON-TANGENT TO SAID CURVE, FOR A DISTANCE OF 250.50 FEET; THENCE RUN NORTH 39°49°55" WEST, DEPARTING SAID NORTHWESTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 659.48 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS, ACCORDING TO THE AFORESAID OFFICIAL RECORDS BOOK 3177, PAGE 632, LYING ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF NORTH 03°01'14" WEST AND A CHORD DISTANCE OF 96.30 FEET; THENCE RON NORTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°22'36" FOR AN ARC DISTANCE OF 96,30 FEET TO A NON-TANGENT POINT AND THE POINT OF BEGINNING; THENCE RUN NORTH 87°58'38" WEST, ALONG THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF TUSKAWILLA, ACCORDING TO THE PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, NON-RADIAL WITH SAID CURVE AND DEPARTING SAID WESTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 142.83 FEET TO THE EASTERLY LINE OF THAT CERTAIN THIRTY FOOT (30) WIDE UNNAMED RIGHT OF WAY ACCORDING TO THE AFORESAID PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT; THENCE RUN NORTH 02°41'39" EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 27,00 FEET; THENCE RUN SOUTH 87°58'38" EAST, DEPARTING SAID EASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 99,57 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 151.67 FEET, A CHORD BEARING OF NORTH 83°10'19" EAST AND A CHORD DISTANCE OF 41.09 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°34'11" FOR AN ARC DISTANCE OF 41.22 FEET TO A POINT ON THE AFORESAID WESTERLY. RIGHT OF WAY LINE OF RAILS TO TRAILS, LYING ON A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF SOUTH 02°05'36" EAST AND A CHORD DISTANCE OF 33.41 FEET; THENCE RUN SOUTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°28'39" FOR AN ARC DISTANCE OF 33.41 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: LOTS 1 AND 2 AND THAT PART OF LOTS 3 AND 4 EAST OF GOLDENROD ROAD, TUSKAWILLA, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: THE NORTH HALF (1/2) OF THE VACATED RIGHT-OF-WAY ADJACENT ON THE SOUTH, AS DESCRIBED IN RESOLUTION RECORDED IN O.R. BOOK 1050, PAGE 401, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT: THOSE PORTIONS TAKEN IN WARRANTY DEED RECORDED IN O.R. BOOK 2440, PAGE 489, AND ORDER OF TAKING RECORDED IN O.R. BOOK 3326, PAGE 1162, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LEGAL DESCRIPTION A BOUNDARY AND TOPOGRAPHY SURVEY HAS BEEN PREPARED BY REPUBLIC NATIONAL. ALL EXISTING INFORMATION SHOWN IS BASED ON SAID SURVEY UNLESS OTHERWISE NOTED. PARCEL BOUNDARY LINES SHOWN THESE PLANS ARE BASED ON THE SURVEY PREPARED BY REPUBLIC NATIONAL DATED 5-4-2022. FUTURE/PROPOSED INTERNAL LOT LINES ARE APPROXIMATE AND WILL BE PROPOSED UNDER A FUTURE REPLAT OF THE PROJECT SITE, PREPARED BY THE PROJECT SURVEYOR. SURVEY NOTE Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:09:47-04'00' 96 DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 4/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES. 4.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 5.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 6.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 7.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 8.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 9.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 10.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 11.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 12.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 13.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 14.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 15.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 16.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. FLORIDA 6.13 6" ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK EP SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT CONTOUR LINE SPOT ELEVATIONS LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE X A-100 C E G OH T SL S D WM G GV C/O T E E B-# T-# SAWCUT LINE TC BC 516.00 515.55 FF 517.00 ME|G 516.00 187 190 W S SAN-100 GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER ENGINEERING FL, LLC OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES C-102 GENERAL NOTES AND LEGEND 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 - G E N E R A L N O T E S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:10:02-04'00' 97 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF APPROX 65 LF OF EX CURB (TBR) APPROX 164 LF OF EXISTING CURB AND GUTTER (TBR) APPROX 220 SF OF EX SIDEWALK (TBR) APPROX 187 LF OF EX CURB (TBR)EX 8" SEWER STUB INV: 33.3 (PER AS-BUILTS) (TBR) 7' X 5' FULL DEPTH ASPHALT REPLACEMENT AREA PER SEMINOLE UTILITY ENGINEERING FIGURE 102 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD AP P A R E N T R A I L R O A D (G R A V E L P I L E ) ( T B R ) S R 4 3 4 APPROX 7 LF OF EX CURB (TBR) APPROX 35 SF OF EX SIDEWALK (TBR) 16 LF OF EX SAN SEWER LATERAL (TBR) EX FENCE (TBR) PROP 107 LF OF MILL & OVERLAY, MILL AND OVERLAY LIMITS TO EXTEND TO EDGE OF TRAVEL LANE 10 7 ' 13.8' EX LIGHT POLE (TBRL) EX LIGHT POLE AND ELECTRICAL BOX (TBRL) W E S NAD83 NAD83 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY EXISTING CONDITIONS/ DEMOLITION PLAN C-201 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E X D M - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 - E X I S T I N G C O N D I T I O N S & D E M O LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-EXDM PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. DEMOLITION ABBREVIATIONS ABBREVIATION DESCRIPTION (TBA)TO BE ABANDONED (TBR)TO BE REMOVED (TBV)TO BE VACATED (RELO)TO BE RELOCATED DEMOLITION NOTES: 1.BOHLER FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3.PERMITS FOR DEVIATIONS SHALL BE APPLIED FOR AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO THE COMMENCEMENT OF DEVIATION. 4.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. B.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. C.CONSTRUCTION FENCE WITH MESH SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED PRIOR TO CONSTRUCTION ACTIVITIES. D.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. E.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. F.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. G.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. H.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. I.LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. J.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. K.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. L.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. M.OPERATION OF ANY MECHANICALLY POWERED TOOLS OR EQUIPMENT USED IN CONSTRUCTION, DRILLING, OR DEMOLITION WORK BETWEEN THE HOURS OF 10:00 P.M. AND 7:00 A.M. THE FOLLOWING DAY IS PROHIBITED PER SECTION 13-31(D); CITY OF WINTER SPRINGS. N.A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6.EXPLOSIVES SHALL NOT BE USED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHT - OF - WAY. 8.CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITIES. 9.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11.WRITTEN NOTICE INDICATING PROPERTIES DEEMED TO BE RETURNED TO "PRE-DEMOLITION" CONDITION SHALL BE SENT TO THE CITY OF WINTER SPRINGS. THE LETTER SHALL INCLUDE PROPERTY LOCATIONS, DATE OF DEMOLITION COMPLETION, DATE OF WORK TO COMMENCEMENT, AND NAME AND CONTACT INFORMATION OF CONTRACTOR. 12.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14.DEBRIS SHALL NOT BE BURIED OR BURNED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND APPLICABLE CODES. BURNING OF ANY ORGANIC OR INORGANIC MATERIAL ON SITE SHALL BE PROHIBITED. 15.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 16.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 17.THERE ARE NO KNOWN WATER COURSES, WATER BODIES, FLOODPLAINS, XERIC UPLANDS, WETLANDS, CUTTHROAT GRASS SEEPS, HISTORICAL, AND ARCHAEOLOGICAL RESOURCES, OR CONES OF INFLUENCE FOR POTABLE WELLS, AQUIFER RECHARGE AREAS, SOIL TYPES, AND VEGETATIVE COVER LOCATED WITHIN PROJECT LIMITS. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 1"=40' 0 40102040 NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED EX. EASEMENT EX. OVERHEAD ELECTRIC EX. SANITARY LINE EX. FENCE CONC. TO BE REMOVED ASPHALT TO BE REMOVED EX. CONCRETE EX. TREE TO BE REMOVED EX. ROADWAY C/L LEGEND UTILITY NOTE: 1.CONTRACTOR SHALL FIELD VERIFY EXISTING ON-SITE UTILITIES AND UTILITIES WITHIN THE RIGHT-OF-WAY PRIOR TO START OF WORK. GEOTECHNICAL NOTE: 1.CONTRACTOR SHALL FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED IN THE SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION GEOTECHNICAL ENGINEERING REPORT PREPARED BY YOVAISH ENGINEERING SERVICES DATED OCTOBER 12, 2023. 2.PER THE GEOTECHNICAL REPORT PERFORMED BY YOVAISH ENGINEERING SERVICES ON 10/12/2023, THE MAJORITY OF THE SITE IS COVERED WITH ONE TO TWO FEET OF ORGANIC TOP SOIL. ALL ORGANIC TOP SOIL SHOULD BE REMOVED BY THE CONTRACTOR AND REPLACED WITH FDOT APPROVED CLEAN FINE SAND. DUST AND DEBRIS CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE ENGINEER. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. 1 ASPHALT TO BE MILLED AND OVERLAYED 1 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:10:38-04'00' 98 D TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) LOT 3 49,291 SQ.FT. 1.134 AC LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 4-A 72,373 SQ.FT. 1.661 AC LOT 2 22,678 SQ.FT. 0.521 AC 25 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R PROP 6' CHAIN LINK FENCE PROP 6' CHAIN LINK FENCE FUTURE DEVELOPMENT BY OTHERS LOT 1 83.196 SQ.FT. 1.910 ACPROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) 15 ' C I T Y S A N EA S E M E N T 10 ' ST M EA S E M E N T PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) W E S NAD83 NAD83 C-301 OVERALL SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 - O V E R A L L S I T E P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=40' 0 40102040 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. STORMWATER MANAGEMENT: STORMWATER RUNOFF FROM THE SITE IMPROVEMENTS PROPOSED ONSITE SHALL BE MANAGED THROUGH A COMBINATION OF PROPOSED DRY DETENTION PONDS AND UNDERGROUND STORMTECH CHAMBERS LOCATED UNDER THE PAVEMENT AREAS AS SHOWN. THE STORMWATER MANAGEMENT SYSTEM HAS BEEN DESIGNED IN PART WITH "POND 1" WITHIN TUSKAWILLA CROSSINGS SUBDIVISION. SITE SIGNAGE: PERMANENT SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. LANDSCAPING: ALL LANDSCAPING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. SIDEWALK NOTE: ANY BROKEN OR NON ADA COMPLIANT SIDEWALK IN THE PUBLIC RIGHT-OF-WAY FRONTING THE PROJECT SITE SHALL BE REPLACED AS PART OF THIS PROJECT. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 3 3 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:12:19-04'00' 99 PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E TU S K A W I L L A R O A D MICHAEL BLAKE BLVD DOUBLE SIDED FREESTANDING SIGN LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10'R 1 0 ' R 2 0 ' R 3 1 ' R 3 1 ' R 2 0 ' R 20'R 31'R 3.5'R 2 0 ' R 25'R 2 5 ' R 25'R 2 5 ' R 2 5 ' R 50'R 50'R 35' R PROP "DO NOT ENTER" SIGN 9' 18 ' 12'5' 22 ' 18 ' 9' 18 ' 9' 10.9' 89 . 7 ' 18' 9' 12'26' 6 7 7 7' 12' 24 ' 9' 18 '6 7 7 7 18 ' 9' 7' 7 8 9' 18 ' PROP ADA ACCESSIBLE SPACE (TYP) PROP ACCESSIBLE RAMP (TYPE CR-C) PER FDOT INDEX #304 PROP SIDEWALK INTEGRAL CURB 9' 18 '57' 7' 7' 14 . 3 ' 5 9' 18 ' 13.9' PROP "STOP" SIGN 34.5 ' PROP (6) BICYCLE PARKING SPACES PROP D-CURB PER FDOT INDEX #520-001 17'32' PROP 4' WIDE FIRE LANE STRIPING (TYP) PROP F-CURB PER FDOT INDEX #520-001 24' 24 ' PROP F-CURB PER FDOT INDEX #520-001 PROP VALLEY GUTTER PER FDOT #520-001 3. 5 ' R 1 0 ' R 3'R 10'R 3' R 3'R 3'R 3' R 4'R 4'R 4'R 4'R 3'R 5' R 15 ' R 35' R 3'R 4 7 ' R 35 ' R 50 ' R PROP ADA PARKING SIGN PROP "EMPLOYEE ONLY PARKING" SIGN PROP "STOP" SIGN PROP VALLEY GUTTER PER FDOT #520-001 3 ' R 5'R PROP ADA PARKING SIGN PROP 6' CHAIN LINK FENCE 5' PROP 6" DOUBLE YELLOW LINE 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) 3'R 5' 2 5 ' R 50' 12 ' PROP 50' X 12' LOADING ZONE PROP 24" STOP BAR (PER FDOT INDEX 711-001) 28' 3'R 3' R 7 3 3'R 3' R 12 . 3 ' LOT 1 83.196 SQ.FT. 1.910 AC PROP DUMPSTER ENCLOSURE W/ CONCRETE PAD (SEE ARCH PLANS FOR DETAIL) PROP SIDEWALK INTEGRAL CURB 15 ' C I T Y S A N EA S E M E N T POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 10 ' S T M EA S E M E N T W E S NAD83 NAD83 C-302 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 2 - S I T E P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=20' 0 2051020 SITE DATA TABLE TAX PARCEL NUMBER(S):01-21-30-501-0000-0010 & 26-20-30-5AR-0A00-008D/H PROJECT ADDRESS:UNDEVELOPED LAND EAST OF TUSKAWILLA RD WINTER SPRINGS, FL PARCEL AREA:6.14 AC EXISTING ZONING:T-5 URBAN CENTER ZONE PROPOSED ZONING:T-5 URBAN CENTER ZONE EXISTING LAND USE:VACANT - WOODED FUTURE LAND USE:COMMERCIAL PROPOSED USE:COMMERCIAL MAX. BUILDING HEIGHT:75 FEET BUILDING SETBACKS FRONT:25' MIN, (TUSKAWILLA RD) SIDE:10' MIN. (NORTH) SIDE:10' MIN. (MICHAEL BLAKE BLVD) REAR:25' MIN. (SR 434) INTERNAL LOT:0' IMPERVIOUS CALCULATIONS MAXIMUM ALLOWABLE IMPERVIOUS AREA = 100% (6.14 AC) MCMILLIAN LOT 1 (1.91 AC) BUILDING AREA:23,517 SF = 0.54 AC VUA AREA:43,996 SF = 1.01 AC OTHER IMPERVIOUS AREA:10,019 SF = 0.23 AC TOTAL IMPERVIOUS AREA:77,532 SF = 1.78 AC (BASIN 1, BASIN 2, & BP BASIN) 85% ASSUMED IMPERVIOUS AREA FOR FUTURE DEVELOPMENT PARKING CALCULATIONS PARKING:72 SPACES (INCLUDING 2 ADA SPACES) 2 2 3 IMPERVIOUS ALLOCATION TABLE FOR ALL BASINS BASIN BASIN AREA (AC) ALLOWABLE IMPERVIOUS AREA (AC) CONSTRUCTED IMPERVIOUS AREA (AC) PROPOSED IMPERVIOUS AREA (AC) REMAINING IMPERVIOUS AREA (AC) BASIN 1 1.52 1.45 0 1.45 0 BASIN 2 0.52 0.17 0 0.17 0 BASIN 3 1.13 0.96 0 0 0.96 BASIN 4A 1.66 1.41 0 0 1.41 BASIN 4B 0.91 0.77 0 0 0.77 BASIN BP 0.49 0.16 0 0.16 0 TOTAL:6.23 4.92 0 1.78 3.14 3 3 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:13:48-04'00' 10 0 FIRE TRUCK - WINTER SPRINGS, FL 48.5 13.25 22.5 4.833 24.917 FIRE TRUCK - WINTER SPRINGS, FL Overall Length 48.500ft Overall Width 8.333ft Overall Body Height 10.685ft Min Body Ground Clearance 0.920ft Track Width 8.333ft Lock-to-lock time 6.00s Wall to Wall Turning Radius 48.420ft W E S NAD83 NAD83 FIRE TRUCK - WINTER SPRINGS, FL Rea r - L o a d G a r b a g e T r u c k 35 4.5 20 Rear-Load Garbage Truck Overall Length 35.000ft Overall Width 8.375ft Overall Body Height 10.546ft Min Body Ground Clearance 1.000ft Track Width 8.375ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 29.300ft D WB-50 - Intermediate Semi-Trailer 42.5 19.92 Max 56° Horiz Max 10° Vert 3 33.5 4 35.5 2 15.5 3 10.4 4.2 12.5 WB-50 - Intermediate Semi-Trailer Overall Length 55.000ft Overall Width 8.500ft Overall Body Height 12.052ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 45.000ft C-303 TRUCK TURNING PLAN 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 3 - T R U C K T U R N I N G P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 1"=50' 0 5012.52550 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:14:02-04'00' 10 1 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 T E ME T E R S S S W W W W W W W W W G G SSSSSSS F F F F F F F F F WV WVWV FD C WV METER S S D PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R PROP 6' CHAIN LINK FENCE PROP 6' CHAIN LINK FENCE FUTURE DEVELOPMENT BY OTHERS 50 ' 50 ' 13.8' PR O P 12 3 L F - 2 4 " H D P E @ 0 . 3 % PR O P 85 LF - 2 4 " H D P E @ 0 . 7 % S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W WV WV WV FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-08 FUT CATCH BASIN D-11 FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-07 D-06 PROP STORMTECH CHAMBER D-02 D-01 CS-A D-12 POND 2 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.36 POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 D-10 D-14 D-15 D-13 PROP STORMTECH CHAMBER PROP 24" OUTLET @ INV: 40.00 SS WV WV FDC F F F F F PROP 32 LF - 30" STM @ 0.3% PROP 30" STM STUB OUT @ INV: 35.35 FOR FUTURE CONNECTION D-16 REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON SHEET C-401 D-03 D-04D-05 FUTURE PAD TO BE SET TO EL. 44.5' 44 44 44 44 43 42 41 40 4 3 4 3 4 3 4 2 43 44 44 44 44 45 44 44 C-401 OVERALL PAVING GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 - O V E R A L L P A V I N G G R A D I N G & D R A I N A G E LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W E S NA D 8 3 NA D 8 3 1"=40' 0 40102040 DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. DEWATERING NOTE: CONTRACTOR SHALL SUBMIT DEWATERING PLAN TO THE DISTRICT, 14 DAYS PRIOR TO COMMENCEMENT, SUBJECT PLANS SHALL BE REVISED AS NECESSARY. STORM DRAINAGE NOTES: A.GENERAL: 1.DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.MATERIALS: 1.REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 2.ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH-ON RUBBER GASKET JOINTS. 3.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. C.INSTALLATION: 1.PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6" TO A HEIGHT OF 12" ABOVE PIPE AS SHOWN ON THE PLANS. 3.PROVIDE A MINIMUM PROTECTIVE COVER OF 18" OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D. CONNECTIONS TO EXISTING STORM STRUCTURES: 1.THE HOLE INTO THE EXISTING STRUCTURE SHALL BE SAW CUT OR CORE DRILLED. 2.USE NON-SHRINKING GROUT TO FILL ALL GAPS AROUND THE JOINT. 3.AFTER PIPE IS CONNECTED WITH THE INLET, THE END OF THE PIPE MUST BE CUT FLUSH WITH THE INSIDE SURFACE OF THE INLET. 4.REFER TO F.D.O.T. STANDARD PLAN INDEX 425-001 FOR FILTER FABRIC WRAP ON GROUTED PIPE TO STRUCTURE JOINT DETAIL. PAVING AND GRADING NOTES: A.GENERAL: 1.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. 2.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "G" = FINISHED GRADE; "MEG" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. 3.THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 5.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 6.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 7.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAWCUT TO ENSURE A PROPER JOINT. 8.PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. B.MATERIALS: 1.BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS OR EQUIVALENT LIMEROCK THICKNESS W/ MINIMUM LBR-100 (MAX. 6" LIFTS). 2.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE A MINIMUM OF 1-1/2" THICK, AND SHALL BE CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. 3.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C.INSTALLATION: 1.SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), SHALL BE A MINIMUM 12", AND SHALL HAVE A MINIMUM LBR 40. 2.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. ADDITIONALLY, BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). 3.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE OR THE LATEST REVISION. D.TESTING 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO AND APPROVED BY THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER BEFORE ANY BASE IS CONSTRUCTED. 5.DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. GENERAL NOTES: 1.CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3.COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4.STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 5.ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. BORE LOCATIONS B-# PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. STANDARD DUTY CONCRETE PROP. HEAVY DUTY CONCRETE PROP. PERVIOUS PAVEMENT GRADING NOTES: 1.STRUCTURAL FILL REQUIRED TO ATTAIN FINAL GRADES SHALL BE COMPRISED OF CLEAN SAND WITH NO MORE THAN 10 PERCENT PASSING THE U.S. NO. 200 SIEVE. THE FILL SHALL BE PLACED IN MAXIMUM 12-INCH THICK LIFTS AND COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOILS MAX. MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557) HAS BEEN ACHIEVED. 2.CONTRACTOR SHALL FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED IN THE SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION GEOTECHNICAL ENGINEERING REPORT PREPARED BY YOVAISH ENGINEERING SERVICES DATED OCTOBER 12, 2023. A A B B DD E E C C F F DRAINAGE NOTES: 1.ALL STORM PIPE MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 2.FINAL RIM OR TOP OF CATCH BASIN ELEVATIONS FOR FUTURE CATCH BASINS SHOULD NOT BE FINALIZED UNTIL PAVEMENT AREAS OF FUTURE DEVELOPMENTS ARE DESIGNED. 3.ALL POND AREAS SHALL BE VEGETATED. 4.ANY BARE SOIL AREAS NOT COVERED BY IMPERVIOUS SURFACES SHALL BE STABILIZED (HYDROSEEDING OR EQUIVALENT). 5.ALL INLETS FROM STORMTECH CHAMBER SYSTEM SHALL BE INSTALLED WITH SEDIMENT SUMP. ENGINEER'S CERTIFICATION NOTE: “I, KYLE MOREL, P.E. HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE ALL EXISTING UTILITIES HAVE BEEN FIELD LOCATED AND THE LOCATION AND ELEVATION DEPICTED ON THESE PLANS IS BASED ON ACTUAL SURVEY, GROUND PENETRATING RADAR, SOFT DIG EXCAVATIONS, AND OTHER INDUSTRY METHODS. I FURTHER CERTIFY THAT ALL MEASURES HAVE BEEN TAKEN WITH REGARD TO UTILITY PROVIDERS' NOTIFICATION TO MARK UTILITIES IN ACCORDANCE WITH CHAPTER 556 F.S., SUNSHINE STATE ONE CALL.” UNDERGROUND CHAMBER CONSTRUCTION NOTES: 1.EXCAVATE BELOW UNDERGROUND CHAMBER BOTTOM PASSED FIRST LAYER OF CLAY LAYER AND REPLACE WITH CLEAN FILL, MINIMUM PERMEABILITY OF 20 FT / DAY HORZ & 10 FT / DAY VERT. 2.PRIOR TO CERTIFICATION, CONTRACTOR TO PROVIDE SUPPORTING GEOTECHNICAL DATA (DRI TEST OR SIMILAR) TO CONFIRM PERMEABILITY RATES. SHOULD TESTING NOT MEET THESE REQUIREMENTS, REMEDIATION EFFORTS WILL BE REQUIRED. PLEASE CONTACT EOR IMMEDIATELY. 3.CONTRACTOR TO MAINTAIN BEST MANAGEMENT SWPPP PRACTICES DURING CONSTRUCTION AND SHALL ENSURE NO CLAYS OR OTHER UNSUITABLE MATERIAL IS MIXED WITHIN THE VICINITY OF THE PROPOSED STORMWATER POND. 1 IMPERVIOUS ALLOCATION TABLE FOR ALL BASINS BASIN BASIN AREA (AC) ALLOWABLE IMPERVIOUS AREA (AC) CONSTRUCTED IMPERVIOUS AREA (AC) PROPOSED IMPERVIOUS AREA (AC) REMAINING IMPERVIOUS AREA (AC) BASIN 1 1.52 1.45 0 1.45 0 BASIN 2 0.52 0.17 0 0.17 0 BASIN 3 1.13 0.96 0 0 0.96 BASIN 4A 1.66 1.41 0 0 1.41 BASIN 4B 0.91 0.77 0 0 0.77 BASIN BP 0.49 0.16 0 0.16 0 TOTAL:6.23 4.92 0 1.78 3.14 2 ASPHALT TO BE MILLED AND OVERLAYED 3 3 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:14:16-04'00' 10 2 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD M E T E R W W W W W W W W W W W W SSSSSSSSSS F F F F F F F F F F F P R O P 5 3 L F - 3 0 " S T M @ 0 . 3 % P R O P 7 9 L F - 3 6 " S T M @ 0 . 3 % PR O P 8 0 L F - 3 0 " S T M @ 0 . 3 % PROP 98 LF - 3 0 " S T M @ 0 . 3 % P R O P 1 1 8 L F - 2 4 " S T M @ 0 . 3 % PR O P 7 1 L F - 3 0 " S T M @ 0 . 3 % W WV WVWV FD C WV METER D PROP PROPERTY LINE LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF PROP 107 LF OF MILL & OVERLAY, MILL AND OVERLAY LIMITS TO EXTEND TO EDGE OF TRAVEL LANE PROP 7' X 5' FULL DEPTH ASPHALT REPLACEMENT FUTURE DEVELOPMENT BY OTHERS 50 ' 50 ' LOT 1 83.196 SQ.FT. 1.910 AC PROP 11 LF - 12'' HDPE INVERT @ CHAMBER ELEV 40.40, MINIMUM OF 1' SEPARATION BETWEEN STORM PIPE AND WATER LINE, SEE C-902 FOR DETAIL PROP 41 LF - 24" HDPE @ 1.27% PR O P 31 L F - 8 " HD P E @ 1 . 0 % PROP DUMPSTER DRAIN 1' DIAMETER H-21 RIM = 42.70' INV = 40.76' PR O P 10 6 L F - 2 4 " H D P E @ 0 . 8 % PROP 28 LF - 30" HDPE @ 0.5% PR O P 74 L F - 1 8 " H D P E @ 0 . 3 % PROP 16 LF - 18" HDPE @ 0.3% PR O P 9 4 L F - 1 8 " R C P @ 0 . 3 5 % PR O P 87 L F - 2 4 " H D P E @ 0 . 3 % PROP 54 LF - 24" HDPE @ 0.3% PR O P 12 3 L F - 2 4 " H D P E @ 0 . 3 % S SS S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W F WV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R W W W W W W W W W WV WV WV FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-08 FUT CATCH BASIN D-11 FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-07 D-06 D-02 D-01 CS-A PROP SC-310 STORM CHAMBER (SEE DETAILS, SHEET C-902) PROP ROOF DOWNSPOUTS CONNECTION POINT (COORD W/ ARCHITECT'S PLANS) PROP STM 8" X 24" TEE INV = 40.37 EX CAPACITY OF OFF-SITE PIPE SYSTEM DETERMINED BY OTHERS D-12 PROP PROP CONNECTION TO EX. MH @ INV: 37.67 (GC TO VERIFY SIZE & LOCATION PRIOR TO MAKING CONNECTION) POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 PROP 7316 SF UNDERGROUND STM MODEL: SC-310 TOS: 42.23 BOS: 39.90 PROP 15090 SF UNDERGROUND STM MODEL: SC-310 TOS: 42.23 BOS: 39.90 D-10 PROP 292 LF - 24" HDPE @ 0.3% D-14 D-15 D-13 PROP 8 LF - 24'' HDPE INVERT @ ELEV 40.00 10 ' S T M EA S E M E N T SSS F WV WV FDC F F F F F F F F F F F W PROP STM CO INV = 40.45 PR O P 37 L F - 2 4 " HD P E @ 0 . 3 5 % PROP DUMPSTER DRAIN 1' DIAMETER H-20 RIM = 42.65' INV = 40.59' PROP 8LF -8" HDPE @ 1.0% REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON SHEET C-401 D-03 D-04D-05 PROP INSPECTION PORT PROP INSPECTION PORT PROP INSPECTION PORT PROP INSPECTION PORT 41.41 42.09 42.21 41.63 41.15 G 42.80 44.20 42.52 43.76 43.88FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86FFE 44.86 42.65 42.80 G 42.55 TC 43.45 BC 42.95 G 42.90 44.72 G 43.17 G 43.20 TC 43.88 BC 43.38 TC 43.04 BC 42.54 G 43.52 TC 44.05 BC 43.55 TC 43.75 BC 43.25 43.53 TC 44.37 BC 43.87 TC 44.37 BC 43.87 TC 44.58 BC 44.08 TC 44.30 BC 43.80 TC 44.85 BC 44.35 43.48 TC 44.58 BC 44.08 TC 44.66 BC 44.16 TC 44.01 BC 43.51 TC 44.22 BC 43.72 FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86 TC 44.90 BC 44.40 TC 44.45 BC 43.95 TC 44.30 BC 43.80 43.76 TC 44.30 BC 43.80 42.82 42.95 TC 44.22 BC 43.72 TC 44.01 BC 43.51 TC 43.95 BC 43.45 44.0342.95 43.10 42.40 43.10 43.05 44.72 44.75 44.71 44.10 G 43.12 TC 43.73 BC 43.23 TC 44.46 BC 43.96 TC 44.09 BC 43.59 43.61 TC 44.44 BC 43.94 TC 44.24 BC 43.74 TC 44.51 BC 44.01 G 43.50 TC 43.82 BC 43.32 TC 44.22 BC 43.72 TC 44.01 BC 43.51 43.90 44.70 43.47 TC 44.56 BC 44.06 43.56 G 43.27 TC 44.50 BC 44.00 TC 44.87 BC 44.37 TC 44.52 BC 44.02 43.70 TC 43.95 BC 43.45 G 43.63 TC 43.82 BC 43.32 TC 43.75 BC 43.25 TC 43.32 BC 42.82 FFE 44.86 44.76 43.13 43.29 TC 44.48 BC 43.98 G 43.63 G 45.00 G 45.06 G 45.16 G 43.91 G 44.21 TC 44.62 BC 44.12 TC 44.65 BC 44.15 G 44.00 TC 44.98 BC 44.48 TC 44.95 BC 44.45 TC 44.52 BC 44.02 G 43.78TC 44.52 BC 44.02 TC 44.22 BC 43.72 TC 44.43 BC 43.93 TC 45.46 BC 44.96TC 45.54 BC 45.04 G 45.00 TC 45.81 BC 45.31 TC 45.88 BC 45.38 43.66 MATCH EX.43.00 MATCH EX. TC 44.86 BC 44.36 TC 44.74 BC 44.24 TC 44.74 BC 44.24 TC 44.86 BC 44.36 44.10 43.30 MATCH EX. 44.25 TC 44.86 BC 44.36 TC 44.86 BC 44.36 44.37 43.54 44.66 TC 44.98 BC 44.48 TC 44.98 BC 44.48 TC 44.71 BC 43.65 TC 44.15 BC 43.65 43.64 43.74 43.84 G 42.50 TC 43.10 BC 42.60 G 42.40 MEG 42.31± MEG 41.42± 43.15 43.25 REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 43.02 TC 43.45 BC 42.95 43.20 FFE 44.86 44.20 44.71 44.21 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 43.45 BC 42.95 42.70 42.90 43.16 43.21 42.80 42.85 42.75 42.65 42.65 42.80 44.20 MEG 42.42 MEG 42.17 MEG 41.72 MEG 42.95 TC 43.60 BC 43.10 TC 43.07 BC 42.57 44.73 TC 42.90 BC 42.40 TC 42.37 BC 41.87 43.46 TC 42.60 BC 42.10 44.06 MEG 42.72 TC 44.00 BC 43.50 TC 44.73 BC 44.23 TC 43.73 BC 43.23 TC 44.73 BC 44.23 C-402 PAVING GRADING AND DRAINAGE PLAN 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 2 - P A V I N G G R A D I N G & D R A I N A G E LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W E S NA D 8 3 NA D 8 3 1"=20' 0 2051020 THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. BORE LOCATIONS B-# PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. STANDARD DUTY CONCRETE PROP. HEAVY DUTY CONCRETE PROP. PERVIOUS PAVEMENT DOWNSPOUT NOTE: CONNECT ALL ROOF DOWNSPOUTS TO 6-INCH HDPE LATERALS. LATERALS SHALL BE CONNECTED TO 12-INCH HDPE TRUNK LINES EXTENDING TO STRUCTURES WITH MIN. 0.5% SLOPE. STORM STRUCTURE TABLE STRUCTURE NAME:DETAILS: CS-A STORM MANHOLE CONTROL STRUCTURE PER FDOT INDEX #425-001 RIM = 43.50 WEIR ELEV. = 41.20 W INV IN=38.00 (30" HDPE) SE INV OUT = 38.00 (18" RCP) D-01 STORM MANHOLE PER FDOT INDEX #425-001 RIM = 43.00 N INV IN = 38.27 (24" HDPE) W INV IN = 38.27 (24" HDPE) D-02 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 42.55 E INV IN = 38.14 (30" HDPE) S INV OUT = 38.14 (24" HDPE) N INV OUT = 38.14 (24" HDPE) D-03 TYPE "D" INLET RIM = 43.12 E INV OUT = 39.50 (24" HDPE) D-04 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.47 W INV IN = 40.40 (12" HDPE) E INV OUT = 40.40 (12" HDPE) D-05 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.53 E INV OUT = 40.04 (12" HDPE) D-06 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.56 E INV OUT = 40.33 (12" HDPE) D-07 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.27 W INV IN = 38.89 (12" HDPE) D-08 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 43.85 E INV IN = 39.41 (24" HDPE) N INV OUT = 39.41 (24" HDPE) D-10 TYPE "D" INLET RIM = 43.06 S INV IN = 39.66 (24" HDPE) NE INV IN = 39.66 (24" HDPE) D-11 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 43.40 S INV IN = 39.24 (24" HDPE) W INV OUT = 39.24 (24" HDPE) D-12 TYPE "D" INLET RIM = 43.17 S INV IN = 38.98 (24" HDPE) W INV IN = 38.98 (24" HDPE) N INV OUT = 38.98 (24" HDPE) D-13 TYPE "D" INLET RIM = 44.10 N INV IN = 39.16 (18" HDPE) E INV OUT = 39.16 (24" HDPE) D-14 TYPE "D" INLET RIM = 43.54 E INV OUT = 39.58 (18" HDPE) D-15 STORM DRAIN RIM = 44.66 W INV OUT = 39.53 (18" HDPE) S INV OUT = 39.53 (18" HDPE) D-16 TYPE "C" BUBBLE STRUCTURE RIM: 40.00 30'' INV: 35.25 (W/ WEEP HOLE PER FDOT INDEX #425-001) IMPERVIOUS ALLOCATION TABLE FOR ALL BASINS BASIN BASIN AREA (AC) ALLOWABLE IMPERVIOUS AREA (AC) CONSTRUCTED IMPERVIOUS AREA (AC) PROPOSED IMPERVIOUS AREA (AC) REMAINING IMPERVIOUS AREA (AC) BASIN 1 1.52 1.45 0 1.45 0 BASIN 2 0.52 0.17 0 0.17 0 BASIN 3 1.13 0.96 0 0 0.96 BASIN 4A 1.66 1.41 0 0 1.41 BASIN 4B 0.91 0.77 0 0 0.77 BASIN BP 0.49 0.16 0 0.16 0 TOTAL:6.23 4.92 0 1.78 3.14 2 1 2 ASPHALT TO BE MILLED AND OVERLAYED Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:14:32-04'00' 10 3 C-403 CROSS SECTIONS 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 3 - C R O S S S E C T I O N S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. EXISTING 6' TUSKAWILLA ENTRANCE SECTION F-F N.T.S. 1% TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL 45.00± 2% 5' 0.58% EL 45.06± EL 45.16± PROPERTY LINE EXISTING 13.68' MICHAEL BLAKE ENTRANCE SECTION A-A N.T.S. 5% TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL 44.41± 2% 6' 0.8% EL 42.09± EL 42.21± PROPERTY LINE 14.5' EXISTING MICHAEL BLAKE PARKING SECTION B-B N.T.S. TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL VARIES SEE GRADING SHEET EL VARIES EL VARIES PROPERTY LINE 2% MAX. PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT 13.9' PLANTER AREA 6' SIDEWALK PROPOSED BUILDING TYPICAL DRIVE AISLE PAVEMENT SECTION N.T.S. VARIES PROPOSED PAVEMENT 11' C/ L 11' DR I V E A I S L E PROPOSED TYPE "D" CURB 18' PARKING STALLS PROPOSED PAVEMENT BUILDING SIDEWALK VARIES DRIVE AISLE SECTION C-C N.T.S. 18' PARKING STALLS PROPOSED PAVEMENT 12-INCHES OF STABILIZED SUBGRADE, MINIMUM LBR EQUAL TO 40, AND COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 98 PERCENT OF THE SOIL'S MODIFIED PROCTOR DENSITY VALUE AS DETERMINED BY AASHTO T-180 TEST METHOD. 6-INCHES OF CRUSHED CONCRETE OR LIMEROCK FROM A FDOT APPROVED MATERIAL PROVIDER, MEETING THE MINIMUM LBR AND GRADATION REQUIREMENTS OF SECTION 911, AND COMPACTED TO A DENSITY OF NOT LESS THAN 98 PERCENT OF THE MATERIAL'S MODIFIED PROCTOR DENSITY VALUE AS DETERMINED BY AASHTO T-180 TEST METHOD. IT SHOULD BE NOTED THAT LIMEROCK BASE SHOULD NOT BE UTILIZED BELOW PAVEMENT AREAS, WHERE BELOW GRADE INFILTRATION GALLERIES ARE PLANNED. 1-1/2 INCHES OF FLORIDA DOT ASPHALTIC CONCRETE MIX OF TYPE SP-9.5 PLACED AND COMPACTED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12' C/ L 12' 1-2%1-2%OF D R I V E A I S L E 2% MAX. 2% MAX. 2% MAX. 2-2.5%2% * *** *CROSS-SLOPES OF PARKING STALLS & DRIVE AISLE SHALL BE AS NOTED ON SECTION DETAIL, UNLESS OTHERWISE NOTED FROM SPOT ELEVATIONS ON SHEET C5.1. CONCRETE SIDE WALK EX. TYPE "F" CURB VEGETATED SIDE SLOPES 4H:1V MAX. DRY POND BOTTOM=40.0' TOP OF WALL 44.0 POND "2" MAX STAGES MEAN ANNUAL=41.17' 10YR-24HR=41.71' 25YR-24HR=42.27' VARIES 5'5' SEASONAL HIGH GROUNDWATER 38.07' TOP OF WALL 44.0 1' WALL 1' WALL BOTTOM OF WALL 40.0 BOTTOM OF WALL 40.0 DRY POND BOTTOM=40.0' TOP OF WALL 44.0 DRIVE AISLE POND 1 SECTION D-D N.T.S. POND "1" MAX STAGES MEAN ANNUAL=41.17' 10YR-24HR=41.72' 25YR-24HR=42.31' CURB VARIES 5'5' SEASONAL HIGH GROUNDWATER 38.90' TOP OF WALL 44.0 1' WALL 1' WALL DRIVE AISLE CURB BOTTOM OF WALL 40.0 BOTTOM OF WALL 40.0 TOP OF BERM 42.5 4 H : 1 V M A X . 4H: 1 V MAX . POND 2 SECTION E-E N.T.S. 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:14:46-04'00' 10 4 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF FUTURE DEVELOPMENT BY OTHERS T E ME T E R S S S W W W W W W W W W WL G G SSSSSSS F F F F F F F F F WV WVWV FD C WV METER S S D D S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) WV WV WV 15 ' C I T Y S A N EA S E M E N T SS WV WV FDC F F F F F PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) W E S NAD83 NAD83 C-501 OVERALL UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 - O V E R A L L U T I L I T Y P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 1"=40' 0 40102040 WATER DISTRIBUTION NOTES: 1.CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION, AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. 2.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. 3.CONTRACTOR TO COORDINATE WITH COUNTY AND ADJACENT PROPERTY OWNERS AND BUSINESSES FOR ANY ANTICIPATED WATER INTERRUPTIONS FOR CONNECTION TO EXISTING WATER LINE. 4.CONTRACTOR TO DEFLECT OR BEND WATER LINES AS NECESSARY TO MAINTAIN 12" VERTICAL SEPARATION FROM STORM SEWER PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. SANITARY SEWER GRAVITY NOTES: 1.IF REQUIRED, THE CONTRACTOR SHALL RECONSTRUCT THE BENCH IN THE EXISTING MANHOLE TO ACCOMMODATE THE NEW FLOW DIRECTION. 2.WASTEWATER FLOW IN THE EXISTING SEWER MUST BE MAINTAINED DURING THE INSTALLATION OF THE LATERAL. IF A BY-PASS IS REQUIRED, THE CONTRACTOR MUST SUBMIT DETAILS OF THE SYSTEM FOR REVIEW AND APPROVAL TO THE CITY OF WINTER SPRINGS PUBLIC WORKS DEPARTMENT PRIOR TO STARTING CONSTRUCTION. GENERAL NOTE: ALL ONSITE WATER AND SEWER DISTRIBUTION/COLLECTION LINES/MAINS TO BE PRIVATELY OWNED & MAINTAINED UNLESS OR UNTIL A UTILITY EASEMENT IS DESCRIBED & APPROVED BY ALL INVOLVED PARTIES. SANITARY SEWER NOTES: A.GENERAL: 1.DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 3.EXISTING SERVICES WITHIN MANHOLES SHALL BE RELOCATED TO NEW SEWER. 4.BYPASS PUMPING MAY BE REQUIRED AND SANITARY SERVICE MAINTAINED WHILE EXISTING SEWER IS BEING REPLACED. 5.CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH CITY WITH MAKING CONNECTION TO PUMP STATION / MANHOLE. 6.CONTRACTOR MUST COORDINATE WITH CITY AND SHOPPING CENTER AND PROVIDE AT LEAST 48-HOURS NOTICE PRIOR TO REPLACING SERVICES. B.MATERIALS: 1.ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. 2.ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. 3.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. C.INSTALLATION: 1. PIPE AND FITTINGS: a.SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S 'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE.' b.BEDDING AND INITIAL BACKFILL (12") OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 2. CLEANOUTS: a.CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. b.ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. 3. SERVICE: a.MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. b.EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. c.CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. D.TESTING: 1.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. 4.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. 5.GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 1--% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TEST SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. 6.GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS-BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATIONS IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. 7.ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE SHEET C-503 SHEET C-502 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:14:58-04'00' 10 5 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) W W W SSS F F F WV WVWV FD C WV METER D S SS S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS W W W W W W W W W W W W W W F WV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PROP 8'' CAP W/ 2'' TEMP BLOW-OFF VALVE FOR FUTURE CONNECTION PROP CONNECTION TO EX. 12'' POTABLE WATER MAIN VIA WET TAP PER SEMINOLE COUNTY UTILITY ENGINEERING FIGURE 204 W/ 12''X8'' TAPPING SLEEVE AND 6'' VALVE (CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO MAKING CONNECTION) PER CITY OF WINTER SPRINGS WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R W W W W W W W W W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) PROP 38 LF 8" PVC WATER MAIN PROP 8" 11° BEND PROP (4) - 2" WATER SERVICE CONNECTIONS PROP 322 LF 8" PVC WATER MAIN PROP (4) - 2" PVC WATER SERVICE W/ 1" METER & RPZ PER CITY OF WINTER SPRINGS PROP 69 LF 8" PVC WATER MAIN PROP 8" TEE W/ (3) - 8" GATE VALVES WV WV WV PROP CAPPED 8" SDR-26 PVC STUB FOR FUTURE CONNECTION INV = 35.95' (8" S) 11 3 L F 8 " S D R - 2 6 P V C @ 0 . 5 0 % PROP 157 LF 8" PVC WATER MAIN PROP 8" X8" FIRE P.O.S. PER NFPA 24 [SEC 6.2.1] W/ VALVE PROP (1) - 8" - 90° BEND (1) - 8" X 6" REDUCER (1) - 6" GATE VALVE PROP 8" FIRE LINE DR 14 PIPE PROP FIRE SPRINKLER SERVICE (DESIGNED BY OTHERS) PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.26 PROP 8 LF 6" PVC @ 2.00% PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.12 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.11 PROP 750-GAL GREASE TRAP INV = 36.93 PROP CLEANOUT INV = 36.83 (6" N,S,W) PROP 750-GAL GREASE TRAP INV = 36.79 PROP CLEANOUT INV = 36.69 (6" N,S,W) PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 36.95 PROP 8 LF 6" PVC @ 2.00% INV 36.53 INV 36.49 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 36.91 PROP 8 LF 6" PVC @ 2.00% PROP CLEANOUT INV = 36.65 (6" N,S,W) PROP 750-GAL GREASE TRAP INV = 36.75 S-04 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.08 275 LF 8" PVC @ 0.60% INV 35.91 PROP 13 LF 6" PVC @ 2.00% PROP 6" PVC GREASE TRAP LINE W/ 6" CLEANOUT @ MIN. 2.00% INV = 36.33 S-03 175 LF 8" SDR-26 PVC @ 0.60% 15 ' C I T Y S A N EA S E M E N T PROP 8X6''" TEE PROP 18 LF 6'' PVC WATER LINE W/ 6'' STUB FOR FUTURE CONNECTION SSS 12 8 L F 8 " S D R - 2 6 P V C @ 0 . 5 0 % S-05 PROP 33 LF 6" SDR-26 PVC @ 1.05% F WV WV PROP 8" POST INDICATOR VALVE (SEE DETAIL C-906) PROP 8'' DDCVA W/ FDC (SEE DETAIL C-906) PROP FIRE HYDRANT ASSEMBLY PROP 8'' GATE VALVEFDC F F F F F F F F F F FPROP 45° BEND PROP 90° BEND PROP 90° BEND W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) W E S NAD83 NAD83 C-502 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 2 - U T I L I T Y P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE F FPROP UNDERGROUND FIRE LINE 1"=20' 0 2051020 FIRE NOTES: 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21/2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. PROVIDE SIGNAGE FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.) INDICATING ITS LOCATION AND THE BUILDING IT SERVICES. NEW AND EXISTING FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF SECTION 18.5 OF NFPA 1. FIRE SPRINKLER NOTES A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1-FOOT ABOVE THE FINISHED FLOOR. B). THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. C). NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE D). THE FIRE DEPARTMENT CONNECTION SHALL BE WITH-IN 100 FEET OF THE FIRE HYDRANT IF STANDPIPE SYSTEM IS PROVIDED. E). THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. F). ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED. SANITARY SEWER STRUCTURE TABLE STRUCTURE NAME:DETAILS: S-01 SANITARY MANHOLE RIM = 40.23 PROP INV IN (SW)= 33.03 (8" PVC) EX. INV: 32.93 S-02 SANITARY MANHOLE RIM = 41.00 W INV IN = 33.78 (8" PVC) NE INV OUT = 33.68 (8" PVC) S-03 SANITARY MANHOLE RIM = 42.01 W INV IN = 34.93 (8" PVC) E INV OUT = 34.83 (8" PVC) N INV IN = 34.93 (8" PVC) S-04 SANITARY MANHOLE RIM = 43.32 E INV OUT = 36.58 (8" PVC) S-05 SANITARY MANHOLE RIM = S INV OUT = 35.50 (8" PVC) E INV IN = 35.60 (6" PVC) N INV IN = 35.60 (8" PVC) SHEET C-503 FIRE FLOW REQUIREMENTS FIRE FLOW CALCULATION BASED ON NFPA-17TH EDITION CHAPTER 18 TABLE 18.4.5.2.1 BUILDING TYPE: VB AREA PER IBC: 22,591 SF (1-STORY) SPRINKLER SYSTEM: SPRINKLED REQUIRED FLOW PER NFPA-17TH 18.4.5.3.2: 1,000 GPM @ 2 HOUR DURATIONS (75% REDUCTION) REQUIRED SPRINKLER DEMAND: 600 GPM @ 40 PSI PROVIDED FLOW: 2,273 GPM @ 20 PSI PEAK DOMESTIC DEMAND: 4 GPM 1 1 1 WATER DEMAND TENANT:TOTAL WATER USAGE (GPD): ACE HARDWARE 219 GPD RETAIL A 411 GPD RETAIL B 376 GPD RETAIL C 300 GPD RECLAIM WATER DEMAND IRRIGATION SYSTEM 3 SPRAY ZONES @ 114 GPM X (20 MINUTES PER CYCLE) = 2,280 GALLONS PER CYCLE 7 DRIP ZONES @ 154.2 GPM X (30 MINUTES PER CYCLE) = 4,626 GALLONS PER CYCLE 2 BUBBLER ZONES @ 27 GPM X (20 MINUTES PER CYCLE) = 540 GALLONS PER CYCLE TOTAL GALLONS = 7,446 GALLONS PER CYCLE 2 2 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:15:19-04'00' 10 6 M E T E R W W W W W W W W W W F F F F F F F F F F W WV WVWV FD C WV METER D S S S S S S S S S S S S S S S S S 175 LF 8" SDR-26 PVC @ 0.60% 15 ' C I T Y S A N EA S E M E N T S-02 65 LF 8 " S D R - 2 6 P V C @ 1 . 0 0 % S-01 S-01 TO CONNECT TO EX 8" PVC STUB EX. INV: 32.93 (GC TO PROVIDE SUE IN ADVANCE OF PRE-CON) PROP PROP CONNECTION TO EX. MH @ INV: 37.67 (GC TO VERIFY SIZE & LOCATION PRIOR TO MAKING CONNECTION) WV WV PROP 8" POST INDICATOR VALVE (SEE DETAIL C-906) PROP 8'' DDCVA W/ FDC (SEE DETAIL C-906) PROP 8'' GATE VALVEFDC PROP 90° BEND PROP 90° BEND W W E S NAD83 NAD83 C-503 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 3 - U T I L I T Y P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE F FPROP UNDERGROUND FIRE LINE 1"=20' 0 2051020 FIRE NOTES: 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21/2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. PROVIDE SIGNAGE FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.) INDICATING ITS LOCATION AND THE BUILDING IT SERVICES. NEW AND EXISTING FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF SECTION 18.5 OF NFPA 1. FIRE SPRINKLER NOTES A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1-FOOT ABOVE THE FINISHED FLOOR. B). THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. C). NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE D). THE FIRE DEPARTMENT CONNECTION SHALL BE WITH-IN 100 FEET OF THE FIRE HYDRANT IF STANDPIPE SYSTEM IS PROVIDED. E). THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. F). ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED. SANITARY SEWER STRUCTURE TABLE STRUCTURE NAME:DETAILS: S-01 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 40.23 PROP INV IN (SW)= 33.03 (8" PVC) EX. INV: 32.93 S-02 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 41.00 W INV IN = 33.78 (8" PVC) NE INV OUT = 33.68 (8" PVC) S-03 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 42.01 W INV IN = 34.93 (8" PVC) E INV OUT = 34.83 (8" PVC) N INV OUT = 34.93 (8" PVC) S-04 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 43.32 E INV OUT = 36.58 (8" PVC) SHEET C-502 1 1 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:15:34-04'00' 10 7 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROP PERMANENT RIP RAP PROP PERMANENT RIP RAP S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W WV WV WV SS WV WV FDC F F F F F PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E LOT 1 39,659 SF (±1.74 AC) P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 LOT 2 72,438 SF (±1.66 AC) T E ME T E R S S S W W W W W W W W W WL G G SSSSSSS 58 . 9 ' 1 0 ' F F F F F F F F F WV WVWV FD C WV METER S S D PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF FUTURE DEVELOPMENT BY OTHERS W E S NAD83 NAD83 C-801 SOIL EROSION CONTROL PHASE II PLAN THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E R O S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 - E R O S I O N C O N T R O L P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-EROS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 12" COMPACTED SUBGRADE 12" COMPACTED SIZE #1 STONE NOT TO SCALE GEOTEXTILE FABRIC STABILIZED CONSTRUCTION ENTRANCE DETAIL 3' O R M O R E 12 " M I N . 8" 15 " - 1 8 " 6' MAX. POST OPTIONS : WOOD 2 1/2" MIN. Ø WOOD 2" x 4" OAK 1 1/2" x 1 1/2" STEEL 1.33 LBS/FT. MIN. FINISHED GRADE FILTER FABRIC SEC. (IN CONFORMANCE WITH 985 F.D.O.T. SPEC.) NOT TO SCALE SILT FENCE DETAIL 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING NOT TO SCALE INLET PROTECTION IP SCE SCE KEYNOTES: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE POLLUTION PREVENTION NOTES: 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH FEDERAL, STATE, AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, DISCHARGES TO ONSITE WETLANDS, OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE; AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. MAINTENANCE NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5" OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE N.P.D.E.S. COMPLIANCE. 1.INSPECTIONS BY CONTRACTOR MUST OCCUR AT LEAST ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT 0.5" OR GREATER. 2.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 3.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT BY CONTRACTOR. 4.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED BY CONTRACTOR. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER, OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 5.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY N.P.D.E.S. QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 6.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE N.P.D.E.S. PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF N.P.D.E.S. GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTABLE RESTROOMS, WHEELED WASTE DISPOSAL DUMPSTER(S), WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC. IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN THEIR LOCATIONS ON THE SITE MAP. PHASE 1 1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND INSTALL SILT FENCE. 2.INSTALL INLET PROTECTION AT EXISTING INLET(S). 3.PREPARE CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. 4.INSTALL STORMWATER CONVEYANCE STRUCTURES AND CULVERTS, ENSURE THAT NEW INLETS ARE PROTECTED PRIOR TO MAKING THE OUTFALL CONNECTION. PHASE 2 1.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 2.START CONSTRUCTION OF THE PROPOSED BUILDING PAD AND STRUCTURES. 3.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT THE CONSTRUCTION DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY THE GENERIC PERMIT. 1"=40' 0 40102040 LEGEND ADJACENT PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. OVERHEAD WIRE PROP. STORM PIPE EX. SPOT ELEVATION PROP.RIDGE LINE PROP. INLET PROTECTION SF SFPROP.SILT FENCE DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:16:16-04'00' 10 8 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 1 - C O N S T R U C T I O N D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-901 CONSTRUCTION DETAILS TYPE 'B' STABILIZATION (MIN LBR 40) OPTIONAL BASE GROUP __ (MIN LBR 100) TYPICAL PAVEMENT SECTION FOR FDOT R/W NOT TO SCALE (FL-S010102 - 09/2024) TYPE FC-12.5 OR FC-9.5 (3/4")(PG 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC D)(1-1/2") (PG 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC D)(2-1/2") EX PAVEMENT 12" NEW PAVEMENT 12" OF EX ASPHALT TO BE REMOVED SAWCUT CLEAN EDGE, STRIP BACK EX ASPHALT & ROCK BASE AS SHOWN & MATCH EXISTING PAVEMENT. EX ASPHALT TO REMAIN EX BASE TO REMAIN EX SUBGRADE TO REMAIN EXISTING BASE TO REMAIN ASPHALT SAWCUT NOT TO SCALE (FL-S010103 - 09/2024) 1'-6"6" 7 1 2" S T D 6" M I N PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB NOTES: 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. 5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS. 6. GUTTER TYPE TO MATCH PAVEMENT SLOPE DIRECTION. CONTRACTOR TO FIELD ADJUST AS NECESSARY. 7. REFER TO FDOT STANDARD PLANS INDEX 522-001 FOR CURB SPECIFICATIONS 1'-6"6" SPILL CURB & GUTTER COLLECTOR CURB & GUTTER PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 3"R 2"R 3 4"R 6" 3"R 2"R 3 4"R6" 6" 7 1 2" S T D 6" M I N FDOT INDEX 520-001 - TYPE F CURB AND GUTTER NOT TO SCALE (FL-S020201 - 09/2024) 6" 8"8" "A" ELEVATION DETAIL "A" 30' MAX HORIZONTAL (RUN)60" MINIMUM LANDING 60" MINIMUM LANDING 2' - 6 " MA X RI S E 4" 34 " - 3 8 " 1'-0" 1'-0" 34 " - 3 8 " 36" CLEAR (MIN) 1-1/2" MIN WALL MOUNT SPACING NOTES: 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION DIMENSION OF 2.25". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN NO BOTTOM RAIL IS PROVIDED. 3" MI N 1' - 0 " 8" SQUARE VA R I E S 2.08% MAX SLOPE SEE NOTE 4HANDRAIL SET PIPE IN CONC FOOTING HANDRAIL TYPICAL ADA RAMP AND HANDRAIL NOT TO SCALE (FL-S030501 - 09/2024) BOTTOM RAIL NOTES: 1.ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. 2.LEVEL LANDING AT TOP OF RAMP TO BE 4' DEEP IF NO CHANGE IN DIRECTION, OR 5'X5' MINIMUM IF A CHANGE IN DIRECTION OCCURS. TRUNCATED DOME PATTERN EDGE OF CURB SEE NOTE 2 4' M I N 4' MI N TRUNCATED DOME PATTERN MAX 1:12 SLOPE FLUSH CURB SEE SITE PLAN FOR DIMENSION MAX 2% IN ANY DIRECTION AT LANDING SEE NOTE 2 FDOT INDEX 522-022 - ADA ACCESSIBLE RAMP NOT TO SCALE (BE-X010101 - MM/YYYY) SLOPE 12:1 MAX SLOPE 12:1 MAX 5' MIN MAX 1:12 SLOPE BOLLARD MOUNTED ADA PARKING SIGN NOT TO SCALE (FL-S060101 - 09/2024) NOTES: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE 1'-6" 6" 2' - 0 " 3' - 0 " 7' - 0 " T O B O T T O M O F LO W E S T R E Q U I R E D S I G N 12" 18 " 4' - 6 " 2' - 0 " 1' - 0 " 1'-8" MIN.1.SEE SITE PLAN FOR LOCATION(S). NOTE: CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 8" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. CONCRETE PIPE BOLLARD NOT TO SCALE (MS-S070101 - 06/2023) NOTES: 1.ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH ADDITIONAL GRAVEL BASE. 2.DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 3.THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 4.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS SHALL BE RECESSED 1 4" FROM THE FRONT FACE AND TOP OF THE CURB. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 5.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 6.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 7.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 1.5% (2% MAX.) SLOPE (TYP.) 5" 6" (SEE SITE PLAN) 10" 18 " 6" SEE PAVEMENT DETAIL 4,500 PSI AIR ENTRAINED CONC. @ 28 DAYS (BROOM FINISH) 6" X 6" W2.9 X W2.9" W.W.F. COMPACTED SUBGRADE MATERIAL COMPACTED GRAVEL BASE TACK COAT 1 1 2. 5 " MONOLITHIC CURB AND SIDEWALK NOT TO SCALE (BE-S030201 - 06/2024) 1.5" TYPE SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE LIMEROCK BASE 6" LIMEROCK BASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX. DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR 12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER ASTM D-1557 MODIFIED PROCTOR AND MEET SPEC. REQUIREMENTS FOR TYPE B AND TYPE C STABILIZED SUBGRADE BY FDOT STANDARDS COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE (FL-S010101 - 09/2024) 2" TYP SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE LIMEROCK BASE 8" LIMEROCKBASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX. DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR 12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER AASHTO T-180 MODIFIED PROCTOR AND MEET SPEC. REQUIREMENTS FOR TYPE B AND TYPE C STABILIZED SUBGRADE BY FDOT STANDARDS. COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE (FL-S010101 - 09/2024) 4' MIN (SEE SITE PLAN) 2" NOTE: 1.CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2.FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 6.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED, 6x6 - w2.9 x w2.9 W.W.F. COMPACTED SUBGRADE PLAN 5' W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK NOT TO SCALE (BE-S030202 - 06/2024) Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:16:29-04'00' 10 9 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 2 - D R A I N A G E D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-902 DRAINAGE DETAILS CONTROL STRUCTURE DETAIL CS-A N.T.S. 2" ASPHALT PAVEMENT AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE (MARAFI 160N) 3/4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE (CONTRACTOR TO PROVIDE SHOP DRAWING FOR ANGULAR STONE WITH 40% VOID RATIO PRIOR TO CONSTRUCTION.) SC-310 CHAMBER NO COMPACTION REQUIRED. NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A 95% MIN. MODIFIED PROCTOR MAX. DENSITY PER AASHTO T-180. SC-310 END CAP 34"12" MIN. 28 " 6" 16 " 6" 16 " M I N STORMTECH SC-310 CHAMBER DETAIL N.T.S. 8" BASE NO SPACING REQUIRED BETWEEN CHAMBERS EL. 42.23 EL. 41.73 34"12" EL. 40.4 EL. 39.9 SHWT 38.9 TOP OF PAVEMENT 1' 6" 16 " 6" STORMTECH CHAMBER AREA 'A' N.T.S. VARIES N.T.S. CULVERT OUTFALL ROCK PAD 6-8" THICKNESS 6' 3' PLAN 2" TO 8" (AVG. 6") DIA. WELL GRADED RIP RAP DISCHARGE PIPE SECTION 1 SECTION B-B 4'-0" 5'-0" (PRECAST) 12"12" INFLOW PIPE INV. 38.00' (FROM DETENTION AREA) OUTFALL PIPE INV. 38.00' RIM EL.=43.50 INFLOWOUTFALL 1/8" THICK ALUMINUM OIL & GREASE SKIMMER ANCHORED W/ 1/2" S.S. ANCHOR BOLTS 3,000 P.S.I. CONCRETE WALL (#4 BARS @ 12" CENTERS, BOTH WAYS) 6" A NOT TO SCALE NOTE: STRUCTURE TO HAVE PAVED INVERTS TO PREVENT IMPOUNDED WATER. A WEIR EL. 41.20' 4'-0" SECTION A-A NOT TO SCALE 5'-0" (PRECAST) WEIR 1 EL. = 43.00 ' EL. = 42.50 ' N.T.S RIM EL. 43.50 WEIR 1 EL. 41.20' STRUCTURE BTM. EL. 37.00' STRUCTURE BTM. EL. 37.00' SKIMMER BTM. EL. 39.50' SKIMMER TOP EL. 42.50' EL. 42.23 EL. 41.73 34"12" EL. 40.4 EL. 39.9 SHWT 38.9 TOP OF PAVEMENT 1' 6" 16 " 6" WATER LINE CLEARANCE DETAIL N.T.S. VARIES 12 " 12" PIPE BETWEEN ADS CHAMBER SYSTEMS PROPOSED 8" WATER LINE MINIMUM 1' CLEARANCE BETWEEN STORM PIPE AND WATER LINE 2 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:16:42-04'00' 11 0 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 3 - D R A I N A G E D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-903 DRAINAGE DEATILS PROJECT INFORMATION ENGINEERED PRODUCT MANAGER ADS SALES REP PROJECT NO.Advanced Drainage Systems, Inc. SUTTON CROSSINGS WINTER SPRINGS, FL, USA SC-310 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-310. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE OR POLYETHYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: · THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. · THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. · THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM 1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: · STONESHOOTER LOCATED OFF THE CHAMBER BED. · BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. · BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: · NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. · NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". · WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ©2024 ADS, INC. 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m DA T E D R W C H K DE S C R I P T I O N DA T E : PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS MATERIAL LOCATION D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. B A EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. DESCRIPTION ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO MATERIAL CLASSIFICATIONS N/A AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 COMPACTION / DENSITY REQUIREMENT PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) D C B A 12" (300 mm) MIN SC-310 END CAP SUBGRADE SOILS (SEE NOTE 4) 6" (150 mm) MIN 34" (865 mm) *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 6" (150 mm) MIN 8'18" (450 mm) MIN* 16" (405 mm)**THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) TYP (2.4 m) MAX NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 5 OF 8 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m DA T E D R W C H K DE S C R I P T I O N DA T E : PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . INSTALL FLAMP ON 12" (300 mm) ACCESS PIPE PART#: SC31012RAMP STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES OPTIONAL INSPECTION PORT SC-310 CHAMBER ELEVATED BYPASS MANIFOLD SC-310 END CAP SUMP DEPTH TBD BY SITE DESIGN ENGINEER NYLOPLAST (24" [600 mm] MIN RECOMMENDED) 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC310ECEZ SC-310 ISOLATOR ROW PLUS DETAIL NTS ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SHEET 6 OF 8 SC-310 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 15.6"16.0" (396 mm) 9.9" (251 mm) 34.0" (864 mm) (406 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE* WEIGHT 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) 14.7 CUBIC FEET (0.42 m³) 31.0 CUBIC FEET 35.0 lbs. *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS A A (0.88 m³) (16.8 kg) B C PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE CORED END CAPS END WITH "PC" PART # SC310EPE06T / SC310EPE06TPC SC310EPE06B / SC310EPE06BPC SC310EPE08T / SC310EPE08TPC SC310EPE08B / SC310EPE08BPC SC310EPE10T / SC310EPE10TPC SC310EPE10B / SC310EPE10BPC SC310ECEZ* STUB 6" (150 mm) 8" (200 mm) 10" (250 mm) 12" (300 mm) A 9.6" (244 mm) 11.9" (302 mm) 12.7" (323 mm) 13.5" (343 mm) B 5.8" (147 mm) --- 3.5" (89 mm) --- 1.4" (36 mm) --- --- C --- 0.5" (13 mm) --- 0.6" (15 mm) --- 0.7" (18 mm) 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310ECEZ THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NYLOPLAST DRAIN BASIN NTS INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)A 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% NOTES 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6. TO ORDER CALL: 800-821-6710 A 8" (200 mm) 10" (250 mm) 12" (300 mm) 15" (375 mm) 18" (450 mm) 24" (600 mm) 30" (750 mm) PART # 2808AG 2810AG 2812AG 2815AG 2818AG 2824AG 2830AG GRATE/SOLID COVER OPTIONS PEDESTRIAN LIGHT DUTY PEDESTRIAN LIGHT DUTY PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-20 STANDARD LIGHT DUTY STANDARD LIGHT DUTY STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 SOLID LIGHT DUTY SOLID LIGHT DUTY SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SHEET 8 OF 8 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 Ny l o p l a s t 77 0 - 9 3 2 - 2 4 4 3 | W W W . N Y L O P L A S T - U S . C O M ® DA T E : DA T E D R W C H K DE S C R I P T I O N PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . OPERATION AND MAINTENANCE PLAN FOR STORMTECH CHAMBER Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:16:57-04'00' 11 1 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 4 - U T I L I T Y D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-904 CITY OF WINTER SPRINGS UTILITY DETAILS POTABLE WATER SERVICE SINGLE "DOWNSTREAM" LOT LINE AS REQUIRED "Y" BRANCH WITH SPUR 30° CURVE 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. 3' MIN. GROUND LEVEL 6" MINIMUM NOTE: SEWER MAIN SIZE VARIES SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE 5' M A X 3' M I N Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:17:11-04'00' 11 2 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 5 - U T I L I T Y D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-905 CITY OF WINTER SPRINGS UTILITY DETAILS Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:17:28-04'00' 11 3 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 6 - U T I L I T Y D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-906 CITY OF WINTER SPRINGS UTILITY DETAILS NOTES: 1.BY-PASS METER ASSEMBLY SHALL BE REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 2.THREE (3) INCH DIAMETER AND GREATER METER AND BACKFLOW ASSEMBLIES SHALL MEET REQUIREMENTS SET BY SEMINOLE COUNTY CROSS-CONNECTION CONTROL ORDINANCE 270.11, OR LATEST EDITION. 3.THE OWNER/CUSTOMER, AT HIS OR HER OWN EXPENSE, SHALL INSTALL, OPERATE, TEST, AND MAINTAIN APPROVED BACKFLOW PREVENTION ASSEMBLIES, AS DIRECTED BY SEMINOLE COUNTY ENVIRONMENTAL SERVICES. 4.ALL PIPE AND FITTINGS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 5.THREE (3) INCH DIAMETER AND GREATER ABOVE GRADE PIPE AND FITTINGS SHALL BE FLANGED DUCTILE IRON WITH 316 S.S. HARDWARE. BELOW GRADE FITTINGS SHALL BE RESTRAINED MECHANICAL JOINTS. 6.THREE (3) INCH DIAMETER AND GREATER FIRE LINES SHALL BE DUCTILE IRON PIPE FROM THE CONNECTION TO THE MAIN TO THE ASSEMBLE IF BOTH ARE LOCATED ON THE SAME SIDE OF THE STREET. 7.THE CHECK VALVE ASSEMBLY, VALVES, PIPING, BYPASS METER AND DOUBLE CHECK SHALL BE COATED IN ACCORDANCE TO THE SEMINOLE COUNTY UTILITY ENGINEERING MANUAL.. 8.BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE-INSTALLATION. 9.POST INDICATOR VALVE SHALL BE INSTALLED UPSTREAM OF DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND DOWNSTREAM OF ALL OTHER POTABLE WATER CONNECTIONS. 10.CONCRETE PAD SHALL EXTEND 18 INCHES OUT FROM OUTSIDE EDGE OF ABOVE GRADE PIPING, ALL AROUND, AND SHALL BE A CONTINUOUS MONOLITHIC POUR, REINFORCED WITH 6"x6" W1.4xW1.4 WWF OR FIBER-MESH. 11.TAMPER SWITCHES SHALL BE INSTALLED PER AND INSPECTED BY FIRE DEPARTMENT. ABOVE GRADE VALVES SHALL BE RESILIENT WEDGE, NON-RISING STEM, OS & Y GATE VALVES UNLESS OTHERWISE SPECIFIED 1/2" EXPANSION JOINT FILLER MATERIAL IN ANNULAR SPACE BETWEEN PIPE AND SLAB (TYP) 90° BEND OR TEE SECTION PLAN BYPASS LINE WITH WATER METER FOR 3" OR LARGER ASSEMBLIES PROVIDE ADJUSTABLE PIPE SUPPORTS, REF. DETAIL 113 DOUBLE CHECK ASSEMBLY12 " T O 18 " 36 " M I N CO V E R POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 18 " M I N 18" MIN 18 " M I N 18" MIN BYPASS LINE WITH WATER METER DOUBLE CHECK ASSEMBLY 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TO MEET FIRE DEPARTMENT STANDARDS TO MEET ENVIRONMENTAL SERVICES STANDARDS POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 36" MAX LOCATE WIRE, RUN UP PIPE MIN. 1' PAST SLAB FREEZE RELIEF VALVE INSTALLED PER FIRE DEPARTMENT REQUIREMENTS FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION DOUBLE DETECTOR CHECK VALVE ASSEMBLY POTABLE & RECLAIM MAIN WET TAP 05/18/21 204 DATE: FIGURE: SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION 05/18/21 204 PLAN STAINLESS STEEL TAPPING SLEEVE NEW POTABLE OR RECLAIMED MAIN RESTRAINED MECHANICAL JOINT SECTION STAINLESS STEEL TAPPING SLEEVE EXISTING POTABLE OR RECLAIMED MAIN #10 COPPER WIRE (CONTINUOUS) LOCATING TAPE RESILIENT WEDGE TAPPING VALVE NPT TESTING PORT W/ PLUG NEW POTABLE OR RECLAIMED MAIN RESTRAINED MECHANICAL JOINT 6" FDOT #57 STONE BEDDING BOX SHALL REST ON BEDDING AND NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON NUT VALVE BOX, REF. DETAIL 112 COLOR CODED MARKER BALL GRADE NPT TESTING PORT W/ PLUG EXISTING POTABLE OR RECLAIMED MAIN RESILIENT WEDGE TAPPING VALVE NOTES: 1.THIS DETAIL IS INCOMPLETE WITHOUT ACCOMPANYING DETAIL 111 AND 112. 2.TAPPING SLEEVE AND VALVE SHALL BE INSTALLED AND TESTED UNDER WITNESS OF A REPRESENTATIVE FROM SEMINOLE COUNTY UTILITY ENGINEERING DIVISION. 3.TAPPING SLEEVE SHALL BE INSTALLED TO EXISTING MAIN PER MANUFACTURES INSTRUCTIONS, ALL HARDWARE TO BE TORQUED TO MANUFACTURES SPECIFICATIONS. 4.TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED IN ACCORDANCE TO THE UTILITY ENGINEERING MANUAL (150 PSI FOR 15 MINUTES FOR POTABLE AND RECLAIM WATER MAINS) PRIOR TO TAPPING EXISTING MAIN. 5.VALVE EXTENSION STEM REQUIRED IF TOP OF VALVE OPERATING NUT IS GREATER THAN 3' FROM FINISHED GRADE. 6.REF. STANDARD DETAIL 109 - PIPE MATERIAL LOCATION FOR FULL MATERIAL LOCATION REQUIREMENTS. TAPPING SLEEVE TO BE A MINIMUM OF 3' FROM EXISTING BELL JOINTS, FITTINGS, OR VALVES. DATE: FIGURE: 05/18/21 204 DATE: FIGURE: SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION EXISTING ROADWAY OPEN CUT 05/18/21 102 NOTES: 1.MILL AND RESURFACING REQUIREMENTS PER SEMINOLE COUNTY PUBLIC WORKS REQUIREMENTS OR WHICH EVER GOVERNING MUNICIPALITY. 2.BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER AASHTO T-180 MODIFIED PROCTER. 3.BASE MATERIALS SHALL BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. 4.PARTIAL LANE REPLACEMENT SHALL HAVE FULL LANE WIDTH MILLED AND RESURFACED. 5.REF. DETAIL 104 FOR PIPE RESTRAINT REQUIREMENTS. 12"VARIES 12" TRENCH WIDTH (W)1.5'1.5' TRENCH WIDTH (W) + 4' SURFACE REPLACEMENT 2T 12 " M I N 3' M I N MILL AND RESURFACE (SEE NOTE 1) REPLACEMENT BASE MATERIAL SHALL BE LIMEROCK OR PUG MIX TRENCH WALL UTILITY PIPE SURFACE REPLACEMENT SHALL BE CONSISTENT WITH EXISTING MATERIAL AND OF EQUAL THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL THICKNESS. ALL JOINTS SHALL BE MECHANICALLY SAW-CUT EXISTING ASPHALTIC CONCRETE SURFACE TH I C K N E S S O F E X I S T I N G AS P H A L T A N D B A S E ( T ) REF. DETAIL 101 FOR APPROPRIATE BEDDING TYPE COMPACTED BACKFILL (SEE NOTE 2) Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:17:41-04'00' 11 4 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 7 - F D O T S T A N D A R D D E T A I L S LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-907 FDOT STANDARD DETAILS Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:17:54-04'00' 11 5 COMMUNITY WORKSHOP Date: November 14, 2023 @ 6:00 P.M. Location: Winter Springs City Hall Chambers. 1126 East State Road 434, Winter Springs, FL 32708 Community Workshop to consider the Final Engineering Plans, Waiver, and Development Agreement in order to construct a 23,517 square foot (SF) hardware store with three additional tenant spaces within the Town Center District on the subject site. Project: Ace Hardware Location: NE corner of Tuskawilla Rd. and Michael Blake Blvd. Parcel ID: 01-21-30-501-0000-0010 Acreage: ± 3.58 Zoning: Town Center District (T5) Future Land Use: Town Center (TC) Applicant/Presenter: EPB ENGINEERING & CONSTRUCTION PLLC 116 DRAINAGE CALCULATION BOOK For Sutton Crossings Tuskawilla Rd and Micheal Blake Blvd. SEC 38/TWN 21 S/RGE 31 E Winter Springs, FL 32708 Seminole County Prepared For: Prepared By Florida Business COA # 30780 600 North Westshore Blvd., Suite 950 Tampa, FL 33609 ________________________________________________ Kyle Morel, P.E. Florida Professional Engineer License No. 77085 January 20, 2025 This item has been digitally signed and sealed by Kyle Steven Morel, PE, 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. Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.02.11 15:32:50-05'00' 117 Table of Contents Stormwater Narrative Appendix A ................................................................................................... Project Maps Vicinity Map Aerial Map Pre-Basin Exhibit Post-Basin Exhibit Perimeter Rings Exhibit FEMA Map USGS Soils Map Appendix B .................................................................................. Stormwater Calculations Appendix C .............................................................................. ICPR4 – Summary Tables 118 STORMWATER NARRATIVE Project Name: Ace Hardware Location: Winter Springs, Fl 32708 Permittee: EPB Engineering & Construction, PLLC Operating Entity: EPB Engineering & Construction, PLLC Project Area: 6.13 acres Project Land Use: Commercial use (Zoning T-5) I. INTRODUCTION This report provides the necessary engineering information to support the construction plan approval for the Ace Hardware project in Winter Springs, Florida. It addresses drainage and related engineering considerations required for approval. The project involves the construction of a commercial development, including a 17,170 sq-ft building, a 6,163 sq-ft outdoor storage area, parking, and utility infrastructure. The site comprises Parcel Numbers 01-21-30-501-0000-001 (Schoen property) and 26-20- 30-5AR-0A00-008D/H (Schrimsher property), located northeast of the intersection of Tuskawilla Road and Michael Blake Boulevard, and south of State Route 434. In addition to the Ace Hardware development, the remainder of the site will be cleared, graded, and seeded for future mixed-use commercial development. Proposed drive aisles will provide access from Tuskawilla Road and Michael Blake Boulevard. II. SUMMARY The Sutton Crossings – Ace Hardware project is a 6.13-acre development located in Winter Springs, Florida, northeast of Tuskawilla Road and Michael Blake Boulevard, and south of State Route 434. The undeveloped site is primarily wooded with sporadic grass cover. Aerial imagery illustrating the project location is included in the Aerial Exhibit. Stormwater management for the development will utilize two interconnected stormwater chamber systems and two interconnected dry retention ponds. These systems will discharge via a control structure into the existing stormwater infrastructure along Michael Blake Boulevard. The design complies with the requirements of the St. John’s River Water Management District (SJRWMD) and the City of Winter Springs. III. OFF-SITE STORMWATER ANALYSIS Currently, most stormwater runoff from the site flows south toward Michael Blake Boulevard, where it is collected by the existing stormwater system and directed to "Pond 1" within the Tuskawilla Crossings Subdivision. A review of previously approved downstream projects indicates that runoff from this site was not accounted for. Pegasus Engineering has been tasked with designing repairs and rehabilitation for Pond 1 and evaluating stormwater management options for the Su tton Crossings development. 119 A Stormwater Management Design Criteria Memo, dated May 8, 2024, concluded that stormwater runoff from Sutton Crossings must be regulated to prevent adverse impacts on existing infrastructure, specifically drainage structures CB -1 and CB-3 in the Tuskawilla Crossings Construction Plans. The memo specifies: • Maximum Discharge Rate: 15 cfs to Pond 1 with upsized pipes (CB -3 to CB-4 and CB-4 to CB-6) to 24-inch RCP storm sewer pipes. • Alternative Discharge Rate: 12 cfs without upsizing the existing pipes. Off-site pipe upsizing will be addressed by Pegasus Engineering. IV. EXISTING CONDITIONS Topography: The Schoen property slopes gently from approximately elevation 45 ft in the northwest to 42 ft in the southeast. Runoff generally flows toward Michael Blake Boulevard. Flood Zone: The site lies within FEMA Zone “X” per Map Panel No. 12117C0160F, dated September 28, 2007. Soil Conditions: Geotechnical evaluations by Yovaish Engineering Services identified fine sands classified as Paola-St. Lucie sands (#24) and Tavares-Millhopper fine sands (#31). Permeability tests showed vertical hydraulic conductivity ranging from 17 to 38 ft/day, with horizontal conductivity estimated at 1.5 to 2 times the vertical rate. The project site covers approximately 6.13 acres and is located northeast of the intersection of Tuskawilla Road and Michael Blake Boulevard and south of State Route 434 in Winter Springs, Florida. The site is currently undeveloped. Vegetation consists of mostly woods with sporadic grass coverage across the site. Summary of Groundwater Observations Boring Depth to Encountered Groundwater (feet) Boring Depth to Encountered Groundwater (feet) TB-1 6.2 RB-2 5.8 TB-2 6.7 RB-3 6.7 TB-3 5.9 RB-4 6.7 PB-1 4.5 RB-5 6.1 PB-2 5.5 120 V. DEVELOPED SITE CONDITIONS The proposed development includes: • A 17,170 sq-ft Ace Hardware building with three additional units and a covered outdoor area. • Utilities, parking, and drive aisles. • Stormwater and water quality BMPs designed for the entire 6.13 -acre site. Approximately 1.57 acres of impervious surfaces are proposed for the Ace Hardware site, with future commercial parcels modeled at 85% impervious coverage. Stormwater will drain to either the storm chamber system or dry retention ponds. VI. STORMWATER MANAGEMENT & FLOW CONTROL Pre-Development Conditions: The site consists of a single undeveloped basin with a pervious CN of 30. Runoff flows southeast toward Michael Blake Boulevard. Post-Development Conditions: Stormwater will be managed using storm chambers and dry retention ponds designed to attenuate runoff and meet water quality requirements. The 25-year post-development flow rate is limited to 15 cfs, complying with the Stormwater Management Design Criteria Memo. Runoff calculations and detailed analyses for pre - and post-development conditions are included in Appendices B and C. Water Quality Treatment: Storm chambers and dry retention ponds will provide water quality treatment by infiltrating the first flush of runoff. The treatment volume is designed for the greater of 0.5 inches of runoff or 1.25 inches from impervious areas. PRE-DEVELOPMENT FLOOD ROUTING MODEL The site pre-development condition consists of a single-basin undeveloped parcel with a pervious CN of 30.0. The basin is modeled as a hydrograph and flows southeast towards the Michael Blake Blvd right-of-way via sheet and overland flows. Basin (PRE) is 6.13 acres with a time of concentration of 28.1 minutes and discharges at Node (PRE). Drainage calculations including the pervious CN, time of concentration, and ICPR analysis for pre-development conditions can be found in Appendix B of this report. POST-DEVELOPMENT FLOOD ROUTING MODEL The post-development condition incorporates storm chambers and two dry retention ponds to meet water quality and quantity requirements. Infiltration into the underlying soils will be utilized for additional treatment and attenuation. 121 Due to the existing site topography, a portion of the off-site developed area and some on- site areas on the southern portion of the project site cannot be captured and directed to the proposed on-site stormwater system. These areas will discharge unretaine d into the existing stormwater infrastructure within the Michael Blake Blvd right -of-way. This bypassed area was modeled as directly discharging off-site and included in the total runoff rate leaving the site. The post-development site consists of a mixed-use commercial development divided into six drainage basins. A summary of the post-development conditions is provided below: Post Development Basin Basin Area (acres) Impervious Area (acres) Curve Number, CN Time of Concentration (Minutes) Basin 1 1.91 1.47 84.4 10 Basin 2 0.52 0.17 58.3 10 Basin 3 1.13 0.96 89.2 10 Basin 4A 1.66 1.41 89.2 10 Basin 4B 0.91 0.77 89.2 10 Bypass 0.39 0.12 57.2 10 ICPR modeling was used to calculate the 25 -year flow under developed conditions. The maximum discharge rate for the combined basins was determined to be less than 15 cfs. Detailed drainage calculations, including pervious CN, required treatment volume, and stage-storage volumes for storm chambers and ponds, are provided in Appendix B, while the ICPR analysis for post-development conditions is included in Appendix C.. TAILWATER CONSIDERATIONS Stormwater from the treatment and attenuation systems will discharge into an existing catch basin located on the north side of Michael Blake Blvd. The catch basin has an invert elevation of 37.67 feet. WATER QUALITY TREATMENT VOLUME The stormwater treatment system incorporates storm chambers and dry retention ponds as BMPs to reduce discharges to the downstream basin. The first flush of runoff will be collected within the aggregate storage layer and infiltrated into the surrounding so ils to meet water quality treatment volume requirements. The design treatment volume is based on the greater of: • The first 0.5 inches of runoff from the total site area, or • 1.25 inches of runoff from the impervious area. Detailed calculations and treatment volume requirements are included in Appendix B. 122 EROSION AND SEDIMENT CONTROL PLANS Erosion and sediment control measures will be implemented to minimize soil loss and prevent off-site sediment transport during construction. These measures include: • Planting trees, shrubs, and sod on all pervious surfaces. • Installing a 1.5-foot sump in all inlets to trap sediment and fines. • Sodding or seeding and mulching all lawn and pervious areas. • Providing a temporary gravel construction entrance to prevent the tracking of fines and sands onto adjacent roadways. • Installing silt fencing around the site perimeter and inlets to retain sediment on-site. These measures will ensure compliance with state water quality standards and prevent violations from sediment-laden discharges. 123 Appendix A Project Maps 124 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 PROJECT AREA H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : V I C I N I T Y M A P VICINITY MAP TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 1/8/25| LS | P-EXHA-FLA240162.00-0A | Rev. 0 0 10002505001000 1"=1000' 125 1"=150' 037.575150 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 PROJECT AREA H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : A E R I A L E X H I B I T AERIAL EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 1/14/25| LS | P-EXHA-FLA240162.00-0A | Rev. 0 126 T U S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 1"=100' 02550100 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : P R E B A S I N E X H I B I T PRE-BASIN EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 7/2/2024 | LS | P-EXHA-FLA240162.00-0A | Rev. 0 PRE DEVELOPED BASIN AREA: 6.13 AC | CN: 30.0 127 25 ' R T U S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 1"=100' 02550100 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A K K - - - - - > L A Y O U T : P O S T B A S I N E X H I B I T POST-BASIN EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 7/2/2024 | LS | P-EXHA-FLA240162.00-0AKK | Rev. 0 POST DEVELOPED BASIN 4-B AREA: 0.91 AC | CN: 89.2 POST DEVELOPED BASIN 3 AREA: 1.13 AC | CN: 89.20 POST DEVELOPED BY PASS BASIN AREA: 0.39 AC | CN: 57.2 POND 1 STORM CHAMBERS POST DEVELOPED BASIN 2 AREA: 0.52 AC | CN: 58.3 POST DEVELOPED BASIN 1 AREA: 1.52 AC | CN: 95.3 POST DEVELOPED BASIN 4-A AREA: 1.66 AC | CN: 89.2 POND 2 128 25 ' R 1"=100' 02550100 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A K K - - - - - > L A Y O U T : P E R I M E T E R R I N G S E X H I B I T PERIMETER RINGS EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 2/11/2025 | LS | P-EXHA-FLA240162.00-0AKK | Rev. 0 POND 2 UNDERGROUND CHAMBERS P1 P2 P3 P3 P2 P1 P1 P2 P3 EX. DRY POND POND 1 129 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to Levee Zone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 1/9/2025 at 6:02 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 81°16'2"W 28°41'58"N 81°15'25"W 28°41'26"N Basemap Imagery Source: USGS National Map 2023 130 Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 3 31 7 4 1 3 0 31 7 4 1 6 0 31 7 4 1 9 0 31 7 4 2 2 0 31 7 4 2 5 0 31 7 4 2 8 0 31 7 4 3 1 0 31 7 4 1 3 0 31 7 4 1 6 0 31 7 4 1 9 0 31 7 4 2 2 0 31 7 4 2 5 0 31 7 4 2 8 0 31 7 4 3 1 0 474260 474290 474320 474350 474380 474410 474440 474470 474500 474530 474560 474260 474290 474320 474350 474380 474410 474440 474470 474500 474530 474560 28° 41' 45'' N 81 ° 1 5 ' 4 8 ' ' W 28° 41' 45'' N 81 ° 1 5 ' 3 7 ' ' W 28° 41' 38'' N 81 ° 1 5 ' 4 8 ' ' W 28° 41' 38'' N 81 ° 1 5 ' 3 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 50 100 200 300 Feet 0 20 40 80 120 Meters Map Scale: 1:1,420 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. 131 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 1, 2023—Sep 1, 2023 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 3 132 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 24 Paola-St. Lucie sands, 0 to 5 percent slopes 1.7 23.4% 27 Pomello fine sand, 0 to 5 percent slopes 1.6 22.1% 31 Tavares-Millhopper fine sands, 0 to 5 percent slopes 4.0 54.6% Totals for Area of Interest 7.2 100.0% Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 3 133 Seminole County, Florida 24—Paola-St. Lucie sands, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 1lmq8 Elevation: 20 to 130 feet Mean annual precipitation: 46 to 54 inches Mean annual air temperature: 68 to 75 degrees F Frost-free period: 332 to 362 days Farmland classification: Not prime farmland Map Unit Composition Paola and similar soils:52 percent St. lucie and similar soils:43 percent Minor components:5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Paola Setting Landform:Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional):Interfluve Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy marine deposits Typical profile A - 0 to 3 inches: sand E - 3 to 25 inches: sand C - 25 to 80 inches: sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat):Very high (19.98 to 39.96 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water supply, 0 to 60 inches: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Map Unit Description: Paola-St. Lucie sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 3 134 Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Other vegetative classification: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL), Sand Pine Scrub (R155XY001FL) Hydric soil rating: No Description of St. Lucie Setting Landform:Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional):Interfluve Down-slope shape:Convex Across-slope shape:Linear Parent material:Eolian or sandy marine deposits Typical profile A - 0 to 2 inches: sand C - 2 to 80 inches: sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat):Very high (19.98 to 39.96 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water supply, 0 to 60 inches: Very low (about 1.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Other vegetative classification: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Hydric soil rating: No Minor Components Tavares Percent of map unit:5 percent Landform:Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional):Interfluve Down-slope shape:Convex Across-slope shape:Linear Map Unit Description: Paola-St. Lucie sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 3 135 Other vegetative classification:Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL), Longleaf Pine-Turkey Oak Hills (R155XY002FL) Hydric soil rating: No Data Source Information Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Map Unit Description: Paola-St. Lucie sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 3 136 Seminole County, Florida 27—Pomello fine sand, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 2v16w Elevation: 0 to 130 feet Mean annual precipitation: 48 to 56 inches Mean annual air temperature: 68 to 75 degrees F Frost-free period: 287 to 317 days Farmland classification: Not prime farmland Map Unit Composition Pomello and similar soils:91 percent Minor components:9 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pomello Setting Landform:Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional):Backslope Landform position (three-dimensional):Riser, rise Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand E - 4 to 55 inches: fine sand Bh - 55 to 67 inches: fine sand Bw - 67 to 80 inches: fine sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 6.00 in/hr) Depth to water table:About 24 to 42 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water supply, 0 to 60 inches: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Map Unit Description: Pomello fine sand, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 3 137 Hydrologic Soil Group: A Ecological site: F154XA008FL - Moist Sandy Scrubby Flatwoods Forage suitability group: Sandy soils on rises and knolls of mesic uplands (G154XB131FL) Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G154XB131FL), South Florida Flatwoods (R154XY003FL) Hydric soil rating: No Minor Components Myakka, non-hydric Percent of map unit:4 percent Landform:Flatwoods on marine terraces Landform position (three-dimensional):Talf Down-slope shape:Convex Across-slope shape:Linear Ecological site:F154XA007FL - Moist Sandy Wet-Mesic Flatwoods Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G154XB141FL) Hydric soil rating: No Eaugallie, non-hydric Percent of map unit:2 percent Landform:Flatwoods on marine terraces Landform position (three-dimensional):Talf Down-slope shape:Convex Across-slope shape:Linear Ecological site:F154XA007FL - Moist Sandy Wet-Mesic Flatwoods Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G154XB141FL) Hydric soil rating: No Basinger, hydric Percent of map unit:2 percent Landform:Drainageways Landform position (three-dimensional):Tread, dip Down-slope shape:Concave, convex Across-slope shape:Concave, linear Ecological site:F154XA007FL - Moist Sandy Wet-Mesic Flatwoods Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Hydric soil rating: Yes Sparr Percent of map unit:1 percent Landform:Flats on marine terraces, rises on marine terraces Landform position (three-dimensional):Interfluve, rise Down-slope shape:Convex Across-slope shape:Linear Ecological site:F154XA004FL - Moist Sandy Pine-Hardwood Woodlands Map Unit Description: Pomello fine sand, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 3 138 Other vegetative classification:Sandy soils on rises and knolls of mesic uplands (G154XB131FL) Hydric soil rating: No Data Source Information Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Map Unit Description: Pomello fine sand, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 3 139 Seminole County, Florida 31—Tavares-Millhopper fine sands, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 2w4gz Elevation: 20 to 150 feet Mean annual precipitation: 45 to 56 inches Mean annual air temperature: 70 to 77 degrees F Frost-free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Tavares and similar soils:58 percent Millhopper and similar soils:32 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tavares Setting Landform:Flats on marine terraces, ridges on marine terraces Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Interfluve, rise Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy marine deposits and/or eolian deposits Typical profile A - 0 to 6 inches: fine sand C - 6 to 80 inches: fine sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):High to very high (6.00 to 20.00 in/hr) Depth to water table:About 42 to 72 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:2.0 Available water supply, 0 to 60 inches: Low (about 4.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 4 140 Ecological site: R155XY180FL - Sandy Scrub on Rises, Ridges, and Knolls of Mesic Uplands Forage suitability group: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL) Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL), Longleaf Pine-Turkey Oak Hills (R155XY002FL) Hydric soil rating: No Description of Millhopper Setting Landform:Rises on marine terraces, knolls on marine terraces Landform position (two-dimensional):Summit Landform position (three-dimensional):Interfluve, riser Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 64 inches: fine sand Bt - 64 to 76 inches: fine sandy loam Btg - 76 to 80 inches: sandy clay loam Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:About 42 to 60 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:2.0 Available water supply, 0 to 60 inches: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Ecological site: F154XA004FL - Moist Sandy Pine-Hardwood Woodlands Forage suitability group: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL) Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL), Longleaf Pine-Turkey Oak Hills (R155XY002FL) Hydric soil rating: No Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 4 141 Minor Components Candler Percent of map unit:3 percent Landform:Ridges on marine terraces, hills on marine terraces, knolls on marine terraces Landform position (two-dimensional):Summit, backslope Landform position (three-dimensional):Interfluve, side slope, riser, rise Down-slope shape:Convex Across-slope shape:Linear Ecological site:R155XY230FL - Sandy Scrub on Ridges, Knolls, and Dunes of Xeric Uplands Other vegetative classification:Longleaf Pine-Turkey Oak Hills (R154XY002FL), Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Hydric soil rating: No Felda Percent of map unit:2 percent Landform:Depressions on marine terraces, flats on marine terraces Landform position (three-dimensional):Tread, dip, talf Down-slope shape:Linear Across-slope shape:Linear, concave Ecological site:R155XY080FL - Sandy over Loamy Freshwater Isolated Marshes and Swamps Other vegetative classification:Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL), Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes Astatula Percent of map unit:2 percent Landform:Knolls on marine terraces, ridges on marine terraces, hills on marine terraces Landform position (two-dimensional):Summit, backslope Landform position (three-dimensional):Interfluve, side slope, riser, rise Down-slope shape:Convex Across-slope shape:Linear Ecological site:R155XY230FL - Sandy Scrub on Ridges, Knolls, and Dunes of Xeric Uplands Other vegetative classification:Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Hydric soil rating: No Myakka Percent of map unit:2 percent Landform:Drainageways on flatwoods on marine terraces Landform position (three-dimensional):Tread, talf, dip Down-slope shape:Linear Across-slope shape:Linear, concave Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 4 142 Ecological site:F155XY120FL - Sandy Flatwoods and Hammocks Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G155XB141FL), South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Pomello Percent of map unit:1 percent Landform:Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional):Backslope, summit Landform position (three-dimensional):Interfluve, side slope, riser Down-slope shape:Convex, linear Across-slope shape:Linear Ecological site:F155XY150FL - Sandy Flatwoods and Hammocks on Rises and Knolls of Mesic Uplands Other vegetative classification:Sandy soils on rises and knolls of mesic uplands (G155XB131FL), Sand Pine Scrub (R155XY001FL) Hydric soil rating: No Data Source Information Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 4 of 4 143 Appendix B Stormwater Calculations 144 14 5 25 YR 24 Hr Storm 14 6 25 YR 24 Hr Storm 14 7 100 YR 24 Hr Storm 14 8 100 YR 24 Hr Storm 14 9 PROJECT NAME: SUTTON CROSSINGS PROJECT #:FLA240162.00 SUMMARY OF GROUND COVER DATA ON-SITE AREA Land Use Runoff Area Total Weighted Weighted Description Coefficient CN (ac.) Area CN Runoff (ac) Coefficient Impervious 0.95 98 0.00 Woods (Hydrologic Soil Group A)0.30 30 6.13 Open Water 1.00 100 0.00 Impervious 0.95 98 1.45 Open Space (Hydrologic Soil Group A)0.30 39 0.07 Open Water 1.00 100 0.00 Impervious 0.95 98 0.17 Open Space (Hydrologic Soil Group A)0.30 39 0.35 Open Water 1.00 100 0.00 Impervious 0.95 98 0.96 Open Space (Hydrologic Soil Group A)0.30 39 0.17 Open Water 1.00 100 0.00 Impervious 0.95 98 1.41 Open Space (Hydrologic Soil Group A)0.30 39 0.25 Open Water 1.00 100 0.00 Impervious 0.95 98 0.77 Open Space (Hydrologic Soil Group A)0.30 39 0.14 Open Water 1.00 100 0.00 Impervious 0.95 98 0.12 Open Space (Hydrologic Soil Group A)0.30 39 0.27 Open Water 1.00 100 0.00 Notes: 1.) See Appendix D for NRCS Soils Map 2.) CN Values based on Hydrologic Soil Group information provided within the geotechnical report 3.) CN numbers per TR-55, Urban Hydrology for Small Watersheds POST-BP BYPASS 0.39 57.2 0.5 89.1 0.9 BASIN 6.13 30.0PRE-DEVELOPMENT BASIN POST- DEVELOPMENT BASIN 1 1.52 95.3 0.3 POST- DEVELOPMENT BASIN 2 0.52 58.3 POST- DEVELOPMENT BASIN 4-B 0.91 88.9 0.9 0.5 0.9 POST- DEVELOPMENT BASIN 3 1.13 89.1 0.9 POST- DEVELOPMENT BASIN 4-A 1.66 150 LOT AREA (AC) PROPOSED IMPERVIOUS AREA (AC) TOTAL ALLOWABLE IMPERVIOUS (AC) TOTAL REMIAINING IMPERVIOUS (AC)% LOT 1 1.91 1.57 1.57 0.00 82% LOT 2 0.52 0.17 0.17 0.00 33% LOT 3 1.13 0.00 0.96 0.96 85% LOT 4-A 1.66 0.00 1.41 1.41 85% LOT 4-B 0.91 0.00 0.77 0.77 85% TOTAL 6.13 1.74 4.88 3.14 151 PROJECT: SUTTON CROSSINGS PROJECT #: FLA240162.00 PRE DEVELOPMENT - Time of Concentration (Tc) Summary Flow Parameter Pre Development Overland Flow Length (ft)100 Slope (%)1.00% Manning n (1)0.4 P (in) (2)4.50 Tc (min) (3) 23.89 Shallow Concentrated Flow Swale Length (ft)425 Swale Slope (%)1.10% Tc (min) (4) 4.19 TOTAL Tc 28.1 NOTES: (1) From Table 2.2 of FDOT Drainage Manual, 2020 dense grass (2) 2yr/24hr rainfall depth from NOAA rainfall data (3) From Eq. 1 of "Tc Methodology by Flow Regime" (4) From Eqs. 2 and 3 of "Tc Methodology by Flow Regime" (5) Cross sectional area of inner pipe (6) Perimeter of inner pipe (7) Hydraulic Radius where R=A/P (8) From Table T-1 of FDOT Hydrology Handbook, 2000 152 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.151 VOLUME (cu-ft)6579 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.063 VOLUME (cu-ft)2759 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.063 VOLUME (cu-ft)2759 TOTAL QUALITY WATER (ac-ft)0.214 VOLUME (cu-ft)9338 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 1) (ac)1.52 SJRWMD ADDTIONAL REQUIRED TREATMENT (ac)1.52 TOTAL REQUIRED TREATMENT (BASIN 1) SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 1) (ac)1.45 153 PROJECT NAME:SUTTON CROSSINGS PROJECT #:FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.018 VOLUME (cu-ft)771 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.022 VOLUME (cu-ft)946 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.022 VOLUME (cu-ft)946 TOTAL QUALITY WATER (ac-ft)0.043 VOLUME (cu-ft)1891 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 2) (ac)0.52 TOTAL REQUIRED TREATMENT (BASIN 2) SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 2) (ac)0.17 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 2) (ac)0.52 154 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.100 VOLUME (cu-ft)4356 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.047 VOLUME (cu-ft)2051 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.047 VOLUME (cu-ft)2051 TOTAL QUALITY WATER (ac-ft)0.147 VOLUME (cu-ft)6407 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 3) (ac)1.13 TOTAL REQUIRED TREATMENT (BASIN 3) SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 3) (ac)0.96 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 3) (ac)1.13 155 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.147 VOLUME (cu-ft)6398 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.069 VOLUME (cu-ft)3013 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.069 VOLUME (cu-ft)3013 TOTAL QUALITY WATER (ac-ft)0.216 VOLUME (cu-ft)9411 (ac)1.66 SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 4-A) (ac)1.41 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 4-A) (ac)1.66 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 4-A) TOTAL REQUIRED TREATMENT (BASIN 4-A) 156 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.080 VOLUME (cu-ft)3494 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.038 VOLUME (cu-ft)1652 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.038 VOLUME (cu-ft)1652 TOTAL QUALITY WATER (ac-ft)0.118 VOLUME (cu-ft)5146 (ac)0.91 SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 4-B) (ac)0.77 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 4-B) (ac)0.91 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 4-B) TOTAL REQUIRED TREATMENT (BASIN 4-B) 157 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 Stage - Storage Calculations Elevation+7:787:185 Area Area Cumulative Cumulative Volume Volume (ft NGVD) (sq ft) (acres) (ac-ft) (c-ft) 40.00 10,800 0.248 0.000 0 40.07 10,800 0.248 0.017 720 40.15 10,800 0.248 0.037 1620 40.23 10,800 0.248 0.058 2520 40.32 10,800 0.248 0.079 3420 40.40 10,800 0.248 0.099 4320 40.48 10,800 0.248 0.120 5220 40.57 10,800 0.248 0.140 6120 40.65 10,800 0.248 0.161 7020 40.73 10,800 0.248 0.182 7920 40.82 10,800 0.248 0.202 8820 40.90 10,800 0.248 0.223 9720 40.98 10,800 0.248 0.244 10620 41.07 10,800 0.248 0.264 11520 41.15 10,800 0.248 0.285 12420 41.23 10,800 0.248 0.306 13320 41.32 10,800 0.248 0.326 14220 41.40 10,800 0.248 0.347 15120 41.48 10,800 0.248 0.368 16020 41.57 10,800 0.248 0.388 16920 41.65 10,800 0.248 0.409 17820 41.73 10,800 0.248 0.430 18720 41.82 10,800 0.248 0.450 19620 41.90 10,800 0.248 0.471 20520 41.98 10,800 0.248 0.492 21420 42.07 10,800 0.248 0.512 22320 42.15 10,800 0.248 0.533 23220 42.23 10,800 0.248 0.554 24120 44.00 10,800 0.248 0.992 43200 DRY RETENTION - POND 1 Incremental Volume (ac-ft) 0.021 0.000 0.017 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.438 0.021 158 Elevation Area Area Cumulative Cumulative Volume Volume (ft NGVD) (sq ft) (acres) (ac-ft) (c-ft) 40.00 3,104 0.071 0.000 0 40.07 3,104 0.071 0.005 207 40.15 3,104 0.071 0.011 466 40.23 3,104 0.071 0.017 724 40.32 3,104 0.071 0.023 983 40.40 3,104 0.071 0.029 1242 40.48 3,104 0.071 0.034 1500 40.57 3,104 0.071 0.040 1759 40.65 3,104 0.071 0.046 2018 40.73 3,104 0.071 0.052 2276 40.82 3,104 0.071 0.058 2535 40.90 3,104 0.071 0.064 2794 40.98 3,104 0.071 0.070 3052 41.07 3,104 0.071 0.076 3311 41.15 3,104 0.071 0.082 3570 41.23 3,104 0.071 0.088 3828 41.32 3,104 0.071 0.094 4087 41.40 3,104 0.071 0.100 4346 41.48 3,104 0.071 0.106 4604 41.57 3,104 0.071 0.112 4863 41.65 3,104 0.071 0.118 5122 41.73 3,104 0.071 0.124 5380 41.82 3,104 0.071 0.129 5639 41.90 3,104 0.071 0.135 5898 41.98 3,104 0.071 0.141 6156 42.07 3,104 0.071 0.147 6415 42.15 3,104 0.071 0.153 6674 42.23 3,104 0.071 0.159 6932 44.00 3,104 0.071 0.285 12416 0.006 0.126 0.006 0.006 0.006 0.006 0.006 DRY RETENTION - POND 2 Incremental Volume (ac-ft) 0.000 0.005 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 159 Elevation Area Area Cumulative Cumulative Volume Volume (ft NGVD) (sq ft) (acres) (ac-ft) (c-ft) 39.90 8961.54 0.206 0 0 39.98 8961.54 0.206 0.017 747 40.00 8961.54 0.206 0.021 896 40.07 8961.54 0.206 0.034 1494 40.15 8961.54 0.206 0.051 2240 40.23 8961.54 0.206 0.069 2987 40.32 8961.54 0.206 0.086 3734 40.40 8961.54 0.206 0.103 4481 40.48 19507.70 0.448 0.130 5667 40.57 19289.96 0.443 0.167 7284 40.65 18995.82 0.436 0.204 8879 40.73 18698.69 0.429 0.240 10449 40.82 18333.45 0.421 0.275 11992 40.90 17892.81 0.411 0.310 13502 40.98 17446.90 0.401 0.344 14974 41.07 17007.82 0.390 0.377 16410 41.15 16422.99 0.377 0.409 17803 41.23 15758.15 0.362 0.439 19144 41.32 15022.83 0.345 0.469 20426 41.40 14137.10 0.325 0.497 21641 41.48 12966.42 0.298 0.523 22771 41.57 10915.95 0.251 0.546 23766 41.65 10098.87 0.232 0.566 24641 41.73 9393.81 0.216 0.584 25454 41.82 8961.54 0.206 0.602 26218 41.90 8961.54 0.206 0.619 26965 41.98 8961.54 0.206 0.636 27712 42.07 8961.54 0.206 0.653 28459 42.15 8961.54 0.206 0.670 29206 42.23 8961.54 0.206 0.688 29952 0.017 0.017 0.017 0.032 0.031 0.029 0.028 0.026 0.023 0.020 0.019 0.018 0.017 0.017 0 0.033 0.017 0.017 0.017 0.017 0.027 0.037 0.037 0.036 0.035 0.035 0.034 0.017 0.014 0.003 DRY RETENTION - UNDERGROUND CHAMBERS Incremental Volume (ac-ft) 160 Elevation Incremental Cumulative Volume Volume (ft NGVD)(ac-ft)(ac-ft) 39.90 0.000 0.000 39.98 0.017 0.017 40.00 0.003 0.021 40.07 0.035 0.056 40.15 0.044 0.099 40.23 0.044 0.143 40.32 0.044 0.187 40.40 0.044 0.231 40.48 0.054 0.284 40.57 0.064 0.348 40.65 0.063 0.411 40.73 0.063 0.474 40.82 0.062 0.536 40.90 0.061 0.597 40.98 0.060 0.658 41.07 0.060 0.717 41.15 0.059 0.776 41.23 0.057 0.833 41.32 0.056 0.889 41.40 0.054 0.944 41.48 0.053 0.996 41.57 0.049 1.046 41.65 0.047 1.092 41.73 0.045 1.138 41.82 0.044 1.182 41.90 0.044 1.225 41.98 0.044 1.269 42.07 0.044 1.313 42.15 0.044 1.357 42.23 0.044 1.400 44.00 0.564 1.964 Cumulative Volume (c-ft) 6231 8137 10042 12387 15162 17916 20646 23347 26015 55288 31241 28647 TOTAL STAGE VOLUME 45549 47583 38733 43395 61005 59099 57194 51477 53383 0 747 4326 2421 896 36292 33792 41107 85568 49554 161 TOTAL QUALITY WATER (ac-ft)0.214 VOLUME (cu-ft)9338 TOTAL QUALITY WATER (ac-ft)0.043 VOLUME (cu-ft)1891 TOTAL QUALITY WATER (ac-ft)0.147 VOLUME (cu-ft)6407 TOTAL QUALITY WATER (ac-ft)0.216 VOLUME (cu-ft)9411 TOTAL QUALITY WATER (ac-ft)0.118 VOLUME (cu-ft)5146 TOTAL QUALITY WATER (ac-ft)0.739 VOLUME (cu-ft)32193 WATER QUALITY (ft)41.10 ELEVATION TOTAL QUALITY WATER BASIN TOTAL QUALITY WATER BASIN 3 TOTAL QUALITY WATER BASIN 2 TOTAL QUALITY WATER BASIN 4-B TOTAL QUALITY WATER BASIN 4-A TOTAL QUALITY WATER BASIN 1 162 Project:SUTTON CROSSINGS Area of System 22405 sf Stone Porosity 40 % Bottom of System EL 39.90 ft Top of Storage EL ft Bottom of Storage EL ft Total Volume Chamber Height 16 in 29952.32 Chamber Length 85.4 in Vol. Below Top EL Chamber Width 34 in 29952.32 Row Space 3 in Vol. Below Bot EL Chamber Installed Footprint 21.9 sf 0.00 Stone Above Chambers 6 in Design Volume Stone Below Chambers 6 in 29952.32 Chamber Total in System Area 1021 qty Height of System Incremental Chamber Storage Incremental Stone Storage Incremental Chamber & Stone Cumulative Total Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 28 0.00 746.80 746.80 29952.32 42.23 27 0.00 746.80 746.80 29205.52 42.15 26 0.00 746.80 746.80 28458.73 42.07 25 0.00 746.80 746.80 27711.93 41.98 24 0.00 746.80 746.80 26965.14 41.90 23 0.00 746.80 746.80 26218.34 41.82 22 60.04 722.78 782.82 25471.54 41.73 21 157.96 683.61 841.57 24688.73 41.65 20 271.45 638.22 909.66 23847.16 41.57 19 556.23 524.30 1080.54 22937.49 41.48 18 718.83 459.26 1178.09 21856.96 41.40 17 841.85 410.06 1251.90 20678.87 41.32 16 943.97 369.21 1313.18 19426.96 41.23 15 1036.31 332.27 1368.58 18113.78 41.15 14 1117.54 299.78 1417.32 16745.20 41.07 13 1178.52 275.39 1453.91 15327.88 40.98 12 1240.45 250.61 1491.07 13873.97 40.90 11 1301.65 226.13 1527.79 12382.91 40.82 10 1352.38 205.84 1558.22 10855.12 40.73 9 1393.65 189.34 1582.99 9296.90 40.65 8 1434.50 172.99 1607.50 7713.91 40.57 7 1464.74 160.90 1625.64 6106.41 40.48 6 0.00 746.80 746.80 4480.77 40.40 5 0.00 746.80 746.80 3733.98 40.32 4 0.00 746.80 746.80 2987.18 40.23 3 0.00 746.80 746.80 2240.39 40.15 2 0.00 746.80 746.80 1493.59 40.07 1 0.00 746.80 746.80 746.80 39.98 StormTech SC-310 Cumulative Storage Volumes 163 Height of System Depth Elevation Area Area (inches) (feet) (feet) (ft 2 ) (acres) 28 2.33 42.23 8961.54 0.2057 27 2.25 42.15 8961.54 0.2057 26 2.17 42.07 8961.54 0.2057 25 2.08 41.98 8961.54 0.2057 24 2.00 41.90 8961.54 0.2057 23 1.92 41.82 8961.54 0.2057 22 1.83 41.73 9393.81 0.2157 21 1.75 41.65 10098.87 0.2318 20 1.67 41.57 10915.95 0.2506 19 1.58 41.48 12966.42 0.2977 18 1.50 41.40 14137.10 0.3245 17 1.42 41.32 15022.83 0.3449 16 1.33 41.23 15758.15 0.3618 15 1.25 41.15 16422.99 0.3770 14 1.17 41.07 17007.82 0.3904 13 1.08 40.98 17446.90 0.4005 12 1.00 40.90 17892.81 0.4108 11 0.92 40.82 18333.45 0.4209 10 0.83 40.73 18698.69 0.4293 9 0.75 40.65 18995.82 0.4361 8 0.67 40.57 19289.96 0.4428 7 0.58 40.48 19507.70 0.4478 6 0.50 40.40 8961.54 0.2057 5 0.42 40.32 8961.54 0.2057 4 0.33 40.23 8961.54 0.2057 3 0.25 40.15 8961.54 0.2057 2 0.17 40.07 8961.54 0.2057 1 0.08 39.98 8961.54 0.2057 0 0.00 39.90 8961.54 0.2057 NOTE: If the software program being used allows for Stage Volume data, it is recommended to use the stage volume data from this spreadsheet. Software programs typically use linear interpolation to take stage area data and estimate stage volume data. Due to rounding differences over the total number of stages provided in this spreadsheet, the accuracy of the estimated volume could be off as much as 1%. It is recommended that the user check the software estimated volume and compare it to the volume listed in this spreadsheet to ensure the accuracy is within acceptable levels. Stage Area Data 164 PROJECT NAME:SUTTON CROSSINGS PROJECT NUMBER:FLA240162.00 Node Pond Simulation Name Stage (ft) 010Y-24H POND 1 41.79 010Y-24H POND 2 41.78 010Y-24H STORM CHAMBER 41.79 100Y-24H POND 1 43.06 100Y-24H POND 2 42.99 100Y-24H STORM CHAMBER 43.05 025Y-24H POND 1 42.39 025Y-24H POND 2 42.36 025Y-24H STORM CHAMBER 42.39 MEAN POND 1 41.28 MEAN POND 2 41.28 MEAN STORM CHAMBER 41.28 Pre Post Simulation Q Q (cfs)(cfs) MEAN 0 0.28 010Y-24H 0.14 5.20 025Y-24H 0.57 11.60 100Y-24H 2.01 16.08 Max Stage 165 Appendix C ICPR4 - Summary Tables 166 16 7 1 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Simple Basin: Scenario:Scenario1 Node: Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:0.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph: Peaking Factor:0.0 Area:0.0000 ac Curve Number:0.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: BP-POST Scenario:Scenario1 Node:POST Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:9999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.3900 ac Curve Number:57.2 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 1 Scenario:Scenario1 Node:STORM CHAMBER Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:9999.00 cfs 168 2 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.5200 ac Curve Number:95.3 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 2 Scenario:Scenario1 Node:Pond 1 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:9999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.5200 ac Curve Number:58.3 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 3 Scenario:Scenario1 Node:Pond 1 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:99999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.1300 ac Curve Number:89.2 % Impervious:0.00 % DCIA:0.00 169 3 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 4-A Scenario:Scenario1 Node:STORM CHAMBER Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.6600 ac Curve Number:89.2 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 4-B Scenario:Scenario1 Node:Pond 2 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.9100 ac Curve Number:89.2 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: 170 4 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Simple Basin: PRE Scenario:Scenario1 Node:PRE Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:28.1000 min Max Allowable Q:9999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH256 Peaking Factor:256.0 Area:6.1300 ac Curve Number:30.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Node: CS-A Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 0.00 0.0001 4 999.00 0.0010 44 Comment: Node: D-02 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 0.00 0.0010 44 999.00 0.0010 44 Comment: 171 5 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Node: D-12 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 0.00 0.0001 4 999.00 0.0010 44 Comment: Node: GWT Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:38.90 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 38.90 0 0 0 72.0000 38.90 Comment: Node: POST Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs Initial Stage:0.00 ft Warning Stage:0.00 ft Boundary Stage: Comment: Node: PRE Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs 172 6 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Initial Stage:0.00 ft Warning Stage:0.00 ft Boundary Stage: Comment: Node: Pond 1 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 40.00 0.2480 10803 41.00 0.2480 10803 42.00 0.2480 10803 43.00 0.2480 10803 44.00 0.2480 10803 Comment: Node: Pond 2 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 40.00 0.0710 3093 41.00 0.0710 3093 42.00 0.0710 3093 43.00 0.0710 3093 44.00 0.0710 3093 Comment: Node: STORM CHAMBER Scenario:Scenario1 Type:Stage/Volume 173 7 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Volume [ac-ft]Volume [ft3] 39.90 0.00 0 40.48 0.14 6098 40.90 0.32 13939 41.40 0.50 21780 41.90 0.62 27007 42.23 0.69 30056 Comment: Used StormTech Calculator to developed Z-V table. SC-310 chambers Drop Structure Link: CS-A Scenario:Scenario1 From Node:CS-A To Node:POST Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:94.00 ft FHWA Code:1 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:38.00 ft Invert:37.67 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:1.50 ft Max Depth:1.50 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Rectangular Invert:41.20 ft Control Elevation:41.20 ft Max Depth:9999.00 ft Max Width:4.00 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: 174 8 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Percolation Link: PERC-CHAMBER Scenario:Scenario1 From Node:STORM CHAMBER To Node:GWT Link Count:1 Flow Direction:Both Aquifer Base Elevation:34.00 ft Water Table Elevation:38.90 ft Annual Recharge Rate:0 ipy Horizontal Conductivity:22.250 fpd Vertical Conductivity:14.830 fpd Fillable Porosity:0.250 Layer Thickness:1.00 ft Surface Area Option:User Specified Bottom Elevation:39.90 ft Surface Area:0.6000 ac Vertical Flow Termination:Horizontal Flow Algorithm Perimeter 1:807.00 ft Perimeter 2:1074.00 ft Perimeter 3:1385.00 ft Distance P1 to P2:50.00 ft Distance P2 to P3:50.00 ft # of Cells P1 to P2:10 # of Cells P2 to P3:29 Comment: Percolation Link: PERC-POND 1 Scenario:Scenario1 From Node:Pond 1 To Node:GWT Link Count:1 Flow Direction:Both Aquifer Base Elevation:34.00 ft Water Table Elevation:38.90 ft Annual Recharge Rate:0 ipy Horizontal Conductivity:16.270 fpd Vertical Conductivity:10.120 fpd Fillable Porosity:0.250 Layer Thickness:1.00 ft Surface Area Option:Vary Based on Stage/Area Table Vertical Flow Termination:Horizontal Flow Algorithm Perimeter 1:208.00 ft Perimeter 2:262.00 ft Perimeter 3:519.00 ft Distance P1 to P2:50.00 ft Distance P2 to P3:50.00 ft # of Cells P1 to P2:10 # of Cells P2 to P3:29 Comment: Percolation Link: PERC-POND 2 Scenario:Scenario1 From Node:Pond 2 To Node:GWT Link Count:1 Surface Area Option:Vary Based on Stage/Area Table Vertical Flow Termination:Horizontal Flow Algorithm Perimeter 1:156.00 ft 175 9 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Flow Direction:Both Aquifer Base Elevation:36.00 ft Water Table Elevation:38.07 ft Annual Recharge Rate:0 ipy Horizontal Conductivity:14.290 fpd Vertical Conductivity:8.890 fpd Fillable Porosity:0.250 Layer Thickness:1.93 ft Perimeter 2:272.00 ft Perimeter 3:594.00 ft Distance P1 to P2:50.00 ft Distance P2 to P3:50.00 ft # of Cells P1 to P2:10 # of Cells P2 to P3:29 Comment: Pipe Link: PIPE 1 Scenario:Scenario1 From Node:Pond 1 To Node:STORM CHAMBER Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:8.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:40.00 ft Invert:40.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Pipe Link: PIPE 2 Scenario:Scenario1 From Node:STORM CHAMBER To Node:D-12 Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:40.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:39.50 ft Invert:38.98 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: 176 10 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Pipe Link: PIPE 3 Scenario:Scenario1 From Node:Pond 2 To Node:D-12 Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:349.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:40.00 ft Invert:38.98 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Pipe Link: PIPE 4 Scenario:Scenario1 From Node:D-12 To Node:D-02 Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:106.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:38.98 ft Invert:38.14 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Pipe Link: PIPE 5 Scenario:Scenario1 From Node:D-02 To Node:CS-A Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:28.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Upstream Downstream Invert:38.14 ft Invert:38.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip 177 11 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Simulation: 010Y-24H Scenario:Scenario1 Run Date/Time:2/11/2025 1:02:36 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:30.0000 0.0500 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: 178 12 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~SCSIII-24 Rainfall Amount:6.80 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: 025Y-24H Scenario:Scenario1 Run Date/Time:2/11/2025 1:03:17 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:30.0000 0.0500 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics 179 13 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~SCSIII-24 Rainfall Amount:8.60 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: 100Y-24H Scenario:Scenario1 Run Date/Time:2/11/2025 1:04:16 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] 180 14 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:10.80 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 181 15 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Energy Switch (1D):Energy Comment: Simulation: MEAN Scenario:Scenario1 Run Date/Time:2/11/2025 1:05:00 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: 182 16 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: 183 1 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:14 Node Max Conditions [Scenario1] Node Name Sim Name Warning Stage [ft] Max Stage [ft] Min/Max Delta Stage [ft] Max Total Inflow [cfs] Max Total Outflow [cfs] Max Surface Area [ft2] POST 010Y-24H 0.00 0.00 0.0000 5.20 0.00 0 PRE 010Y-24H 0.00 0.00 0.0000 0.14 0.00 0 Pond 1 010Y-24H 44.00 41.79 0.0007 8.87 1.63 10811 Pond 2 010Y-24H 44.00 41.78 0.0008 3.91 1.65 3431 STORM CHAMBER 010Y-24H 44.00 41.79 0.0010 15.25 4.75 17215 POST 025Y-24H 0.00 0.00 0.0000 11.60 0.00 0 PRE 025Y-24H 0.00 0.00 0.0000 0.57 0.00 0 Pond 1 025Y-24H 44.00 42.39 0.0006 11.10 3.84 10811 Pond 2 025Y-24H 44.00 42.36 0.0006 5.05 2.40 3430 STORM CHAMBER 025Y-24H 44.00 42.39 -0.0010 18.15 9.95 17216 POST 100Y-24H 0.00 0.00 0.0000 16.08 0.00 0 PRE 100Y-24H 0.00 0.00 0.0000 2.01 0.00 0 Pond 1 100Y-24H 44.00 43.06 0.0010 14.99 5.70 10811 Pond 2 100Y-24H 44.00 42.99 0.0009 6.98 3.33 3430 STORM CHAMBER 100Y-24H 44.00 43.05 0.0010 24.71 13.63 17216 POST MEAN 0.00 0.00 0.0000 0.28 0.00 0 PRE MEAN 0.00 0.00 0.0000 0.00 0.00 0 Pond 1 MEAN 44.00 41.28 0.0010 6.71 1.27 10811 Pond 2 MEAN 44.00 41.28 0.0005 2.60 1.25 3431 STORM CHAMBER MEAN 44.00 41.28 0.0010 10.34 4.73 17216 184 1D Nodes - Time Series 1 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 0.0000 41.10 0.00 RECOVERY Pond 1 0.2506 40.75 1.27 RECOVERY Pond 1 0.5003 40.68 1.27 RECOVERY Pond 1 0.7506 40.62 0.24 RECOVERY Pond 1 1.0000 40.60 0.28 RECOVERY Pond 1 1.2509 40.58 0.25 RECOVERY Pond 1 1.5001 40.56 0.23 RECOVERY Pond 1 1.7510 40.54 0.14 RECOVERY Pond 1 2.0026 40.53 0.13 RECOVERY Pond 1 2.2513 40.52 0.11 RECOVERY Pond 1 2.5010 40.51 0.10 RECOVERY Pond 1 2.7501 40.51 0.09 RECOVERY Pond 1 3.0006 40.50 0.09 RECOVERY Pond 1 3.2503 40.49 0.08 RECOVERY Pond 1 3.5032 40.48 0.08 RECOVERY Pond 1 3.7509 40.48 0.07 RECOVERY Pond 1 4.0036 40.47 0.07 RECOVERY Pond 1 4.2515 40.47 0.07 RECOVERY Pond 1 4.5007 40.46 0.07 RECOVERY Pond 1 4.7506 40.45 0.06 RECOVERY Pond 1 5.0034 40.45 0.06 RECOVERY Pond 1 5.2506 40.44 0.06 RECOVERY Pond 1 5.5001 40.44 0.06 RECOVERY Pond 1 5.7514 40.43 0.06 RECOVERY Pond 1 6.0001 40.43 0.06 RECOVERY Pond 1 6.2539 40.42 0.05 RECOVERY Pond 1 6.5024 40.42 0.05 RECOVERY Pond 1 6.7536 40.42 0.05 RECOVERY Pond 1 7.0025 40.41 0.05 RECOVERY Pond 1 7.2526 40.41 0.05 RECOVERY Pond 1 7.5022 40.40 0.05 RECOVERY Pond 1 7.7509 40.40 0.05 RECOVERY Pond 1 8.0012 40.40 0.05 RECOVERY Pond 1 8.2529 40.39 0.05 RECOVERY Pond 1 8.5043 40.39 0.04 RECOVERY Pond 1 8.7504 40.38 0.04 RECOVERY Pond 1 9.0037 40.38 0.04 RECOVERY Pond 1 9.2512 40.38 0.04 RECOVERY Pond 1 9.5001 40.37 0.04 RECOVERY Pond 1 9.7515 40.37 0.04 RECOVERY Pond 1 10.0002 40.37 0.04 RECOVERY Pond 1 10.2502 40.36 0.04 185 1D Nodes - Time Series 2 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 10.5008 40.36 0.04 RECOVERY Pond 1 10.7553 40.36 0.04 RECOVERY Pond 1 11.0053 40.35 0.04 RECOVERY Pond 1 11.2547 40.35 0.04 RECOVERY Pond 1 11.5039 40.35 0.04 RECOVERY Pond 1 11.7501 40.34 0.04 RECOVERY Pond 1 12.0022 40.34 0.04 RECOVERY Pond 1 12.2518 40.34 0.04 RECOVERY Pond 1 12.5036 40.34 0.04 RECOVERY Pond 1 12.7510 40.33 0.04 RECOVERY Pond 1 13.0000 40.33 0.03 RECOVERY Pond 1 13.2531 40.33 0.03 RECOVERY Pond 1 13.5018 40.32 0.03 RECOVERY Pond 1 13.7507 40.32 0.03 RECOVERY Pond 1 14.0037 40.32 0.03 RECOVERY Pond 1 14.2539 40.32 0.03 RECOVERY Pond 1 14.5037 40.31 0.03 RECOVERY Pond 1 14.7505 40.31 0.03 RECOVERY Pond 1 15.0045 40.31 0.03 RECOVERY Pond 1 15.2535 40.30 0.03 RECOVERY Pond 1 15.5033 40.30 0.03 RECOVERY Pond 1 15.7518 40.30 0.03 RECOVERY Pond 1 16.0009 40.30 0.03 RECOVERY Pond 1 16.2534 40.29 0.03 RECOVERY Pond 1 16.5040 40.29 0.03 RECOVERY Pond 1 16.7519 40.29 0.03 RECOVERY Pond 1 17.0036 40.29 0.03 RECOVERY Pond 1 17.2514 40.28 0.03 RECOVERY Pond 1 17.5006 40.28 0.03 RECOVERY Pond 1 17.7580 40.28 0.03 RECOVERY Pond 1 18.0023 40.28 0.03 RECOVERY Pond 1 18.2545 40.27 0.03 RECOVERY Pond 1 18.5003 40.27 0.03 RECOVERY Pond 1 18.7519 40.27 0.03 RECOVERY Pond 1 19.0023 40.27 0.03 RECOVERY Pond 1 19.2501 40.27 0.03 RECOVERY Pond 1 19.5012 40.26 0.03 RECOVERY Pond 1 19.7524 40.26 0.03 RECOVERY Pond 1 20.0035 40.26 0.03 RECOVERY Pond 1 20.2536 40.26 0.03 RECOVERY Pond 1 20.5044 40.25 0.03 RECOVERY Pond 1 20.7500 40.25 0.03 186 1D Nodes - Time Series 3 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 21.0043 40.25 0.03 RECOVERY Pond 1 21.2515 40.25 0.03 RECOVERY Pond 1 21.5010 40.25 0.03 RECOVERY Pond 1 21.7511 40.24 0.03 RECOVERY Pond 1 22.0003 40.24 0.03 RECOVERY Pond 1 22.2548 40.24 0.03 RECOVERY Pond 1 22.5027 40.24 0.03 RECOVERY Pond 1 22.7568 40.23 0.02 RECOVERY Pond 1 23.0025 40.23 0.02 RECOVERY Pond 1 23.2534 40.23 0.02 RECOVERY Pond 1 23.5040 40.23 0.02 RECOVERY Pond 1 23.7501 40.23 0.02 RECOVERY Pond 1 24.0009 40.22 0.02 RECOVERY Pond 1 24.2516 40.22 0.02 RECOVERY Pond 1 24.5016 40.22 0.02 RECOVERY Pond 1 24.7532 40.22 0.02 RECOVERY Pond 1 25.0002 40.22 0.02 RECOVERY Pond 1 25.2506 40.21 0.02 RECOVERY Pond 1 25.5037 40.21 0.02 RECOVERY Pond 1 25.7531 40.21 0.02 RECOVERY Pond 1 26.0063 40.21 0.02 RECOVERY Pond 1 26.2590 40.21 0.02 RECOVERY Pond 1 26.5071 40.20 0.02 RECOVERY Pond 1 26.7543 40.20 0.02 RECOVERY Pond 1 27.0066 40.20 0.02 RECOVERY Pond 1 27.2529 40.20 0.02 RECOVERY Pond 1 27.5005 40.20 0.02 RECOVERY Pond 1 27.7509 40.20 0.02 RECOVERY Pond 1 28.0058 40.19 0.02 RECOVERY Pond 1 28.2501 40.19 0.02 RECOVERY Pond 1 28.5018 40.19 0.02 RECOVERY Pond 1 28.7551 40.19 0.02 RECOVERY Pond 1 29.0017 40.19 0.02 RECOVERY Pond 1 29.2553 40.18 0.02 RECOVERY Pond 1 29.5062 40.18 0.02 RECOVERY Pond 1 29.7509 40.18 0.02 RECOVERY Pond 1 30.0084 40.18 0.02 RECOVERY Pond 1 30.2504 40.18 0.02 RECOVERY Pond 1 30.5069 40.18 0.02 RECOVERY Pond 1 30.7572 40.17 0.02 RECOVERY Pond 1 31.0048 40.17 0.02 RECOVERY Pond 1 31.2509 40.17 0.02 187 1D Nodes - Time Series 4 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 31.5063 40.17 0.02 RECOVERY Pond 1 31.7513 40.17 0.02 RECOVERY Pond 1 32.0009 40.17 0.02 RECOVERY Pond 1 32.2502 40.16 0.02 RECOVERY Pond 1 32.5024 40.16 0.02 RECOVERY Pond 1 32.7543 40.16 0.02 RECOVERY Pond 1 33.0020 40.16 0.02 RECOVERY Pond 1 33.2562 40.16 0.02 RECOVERY Pond 1 33.5007 40.16 0.02 RECOVERY Pond 1 33.7505 40.15 0.02 RECOVERY Pond 1 34.0057 40.15 0.02 RECOVERY Pond 1 34.2533 40.15 0.02 RECOVERY Pond 1 34.5098 40.15 0.02 RECOVERY Pond 1 34.7527 40.15 0.02 RECOVERY Pond 1 35.0001 40.15 0.02 RECOVERY Pond 1 35.2570 40.14 0.02 RECOVERY Pond 1 35.5107 40.14 0.02 RECOVERY Pond 1 35.7598 40.14 0.02 RECOVERY Pond 1 36.0040 40.14 0.02 RECOVERY Pond 1 36.2528 40.14 0.02 RECOVERY Pond 1 36.5027 40.14 0.02 RECOVERY Pond 1 36.7544 40.13 0.02 RECOVERY Pond 1 37.0082 40.13 0.02 RECOVERY Pond 1 37.2515 40.13 0.02 RECOVERY Pond 1 37.5050 40.13 0.02 RECOVERY Pond 1 37.7578 40.13 0.02 RECOVERY Pond 1 38.0028 40.13 0.02 RECOVERY Pond 1 38.2500 40.13 0.02 RECOVERY Pond 1 38.5006 40.12 0.02 RECOVERY Pond 1 38.7534 40.12 0.02 RECOVERY Pond 1 39.0062 40.12 0.02 RECOVERY Pond 1 39.2532 40.12 0.02 RECOVERY Pond 1 39.5025 40.12 0.02 RECOVERY Pond 1 39.7512 40.12 0.02 RECOVERY Pond 1 40.0032 40.12 0.02 RECOVERY Pond 1 40.2535 40.11 0.02 RECOVERY Pond 1 40.5023 40.11 0.02 RECOVERY Pond 1 40.7550 40.11 0.02 RECOVERY Pond 1 41.0056 40.11 0.02 RECOVERY Pond 1 41.2574 40.11 0.02 RECOVERY Pond 1 41.5058 40.11 0.02 RECOVERY Pond 1 41.7566 40.10 0.02 188 1D Nodes - Time Series 5 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 42.0041 40.10 0.02 RECOVERY Pond 1 42.2522 40.10 0.02 RECOVERY Pond 1 42.5031 40.10 0.02 RECOVERY Pond 1 42.7517 40.10 0.02 RECOVERY Pond 1 43.0011 40.10 0.02 RECOVERY Pond 1 43.2573 40.10 0.02 RECOVERY Pond 1 43.5045 40.10 0.02 RECOVERY Pond 1 43.7549 40.09 0.02 RECOVERY Pond 1 44.0022 40.09 0.02 RECOVERY Pond 1 44.2506 40.09 0.02 RECOVERY Pond 1 44.5054 40.09 0.02 RECOVERY Pond 1 44.7505 40.09 0.02 RECOVERY Pond 1 45.0072 40.09 0.02 RECOVERY Pond 1 45.2520 40.09 0.02 RECOVERY Pond 1 45.5009 40.08 0.02 RECOVERY Pond 1 45.7538 40.08 0.02 RECOVERY Pond 1 46.0015 40.08 0.02 RECOVERY Pond 1 46.2502 40.08 0.02 RECOVERY Pond 1 46.5029 40.08 0.02 RECOVERY Pond 1 46.7508 40.08 0.02 RECOVERY Pond 1 47.0005 40.08 0.02 RECOVERY Pond 1 47.2537 40.07 0.02 RECOVERY Pond 1 47.5043 40.07 0.02 RECOVERY Pond 1 47.7561 40.07 0.02 RECOVERY Pond 1 48.0094 40.07 0.02 RECOVERY Pond 1 48.2507 40.07 0.02 RECOVERY Pond 1 48.5043 40.07 0.02 RECOVERY Pond 1 48.7500 40.07 0.01 RECOVERY Pond 1 49.0008 40.07 0.01 RECOVERY Pond 1 49.2513 40.06 0.01 RECOVERY Pond 1 49.5033 40.06 0.01 RECOVERY Pond 1 49.7518 40.06 0.01 RECOVERY Pond 1 50.0039 40.06 0.01 RECOVERY Pond 1 50.2533 40.06 0.01 RECOVERY Pond 1 50.5023 40.06 0.01 RECOVERY Pond 1 50.7528 40.06 0.01 RECOVERY Pond 1 51.0020 40.06 0.01 RECOVERY Pond 1 51.2547 40.06 0.01 RECOVERY Pond 1 51.5020 40.05 0.01 RECOVERY Pond 1 51.7504 40.05 0.01 RECOVERY Pond 1 52.0024 40.05 0.01 RECOVERY Pond 1 52.2537 40.05 0.01 189 1D Nodes - Time Series 6 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 52.5045 40.05 0.01 RECOVERY Pond 1 52.7526 40.05 0.01 RECOVERY Pond 1 53.0059 40.05 0.01 RECOVERY Pond 1 53.2521 40.05 0.01 RECOVERY Pond 1 53.5037 40.05 0.01 RECOVERY Pond 1 53.7560 40.05 0.01 RECOVERY Pond 1 54.0015 40.04 0.01 RECOVERY Pond 1 54.2523 40.04 0.01 RECOVERY Pond 1 54.5007 40.04 0.01 RECOVERY Pond 1 54.7511 40.04 0.01 RECOVERY Pond 1 55.0066 40.04 0.01 RECOVERY Pond 1 55.2511 40.04 0.01 RECOVERY Pond 1 55.5018 40.04 0.01 RECOVERY Pond 1 55.7546 40.04 0.01 RECOVERY Pond 1 56.0049 40.04 0.01 RECOVERY Pond 1 56.2505 40.04 0.01 RECOVERY Pond 1 56.5047 40.04 0.01 RECOVERY Pond 1 56.7556 40.04 0.01 RECOVERY Pond 1 57.0017 40.04 0.01 RECOVERY Pond 1 57.2509 40.04 0.01 RECOVERY Pond 1 57.5000 40.03 0.01 RECOVERY Pond 1 57.7510 40.03 0.01 RECOVERY Pond 1 58.0043 40.03 0.01 RECOVERY Pond 1 58.2516 40.03 0.01 RECOVERY Pond 1 58.5070 40.03 0.01 RECOVERY Pond 1 58.7510 40.03 0.01 RECOVERY Pond 1 59.0039 40.03 0.01 RECOVERY Pond 1 59.2515 40.03 0.01 RECOVERY Pond 1 59.5012 40.03 0.01 RECOVERY Pond 1 59.7567 40.03 0.01 RECOVERY Pond 1 60.0038 40.03 0.01 RECOVERY Pond 1 60.2557 40.03 0.01 RECOVERY Pond 1 60.5019 40.03 0.01 RECOVERY Pond 1 60.7551 40.03 0.01 RECOVERY Pond 1 61.0023 40.03 0.01 RECOVERY Pond 1 61.2552 40.03 0.01 RECOVERY Pond 1 61.5026 40.03 0.01 RECOVERY Pond 1 61.7544 40.02 0.01 RECOVERY Pond 1 62.0015 40.02 0.01 RECOVERY Pond 1 62.2534 40.02 0.01 RECOVERY Pond 1 62.5025 40.02 0.01 RECOVERY Pond 1 62.7537 40.02 0.01 190 1D Nodes - Time Series 7 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 63.0021 40.02 0.01 RECOVERY Pond 1 63.2546 40.02 0.01 RECOVERY Pond 1 63.5039 40.02 0.01 RECOVERY Pond 1 63.7504 40.02 0.01 RECOVERY Pond 1 64.0005 40.02 0.01 RECOVERY Pond 1 64.2520 40.02 0.01 RECOVERY Pond 1 64.5042 40.02 0.01 RECOVERY Pond 1 64.7517 40.02 0.01 RECOVERY Pond 1 65.0050 40.02 0.01 RECOVERY Pond 1 65.2576 40.02 0.01 RECOVERY Pond 1 65.5005 40.02 0.01 RECOVERY Pond 1 65.7530 40.02 0.01 RECOVERY Pond 1 66.0037 40.02 0.01 RECOVERY Pond 1 66.2567 40.02 0.01 RECOVERY Pond 1 66.5031 40.02 0.01 RECOVERY Pond 1 66.7552 40.02 0.00 RECOVERY Pond 1 67.0034 40.02 0.00 RECOVERY Pond 1 67.2515 40.01 0.00 RECOVERY Pond 1 67.5013 40.01 0.00 RECOVERY Pond 1 67.7505 40.01 0.00 RECOVERY Pond 1 68.0044 40.01 0.00 RECOVERY Pond 1 68.2517 40.01 0.00 RECOVERY Pond 1 68.5040 40.01 0.00 RECOVERY Pond 1 68.7553 40.01 0.00 RECOVERY Pond 1 69.0061 40.01 0.00 RECOVERY Pond 1 69.2535 40.01 0.00 RECOVERY Pond 1 69.5009 40.01 0.00 RECOVERY Pond 1 69.7577 40.01 0.00 RECOVERY Pond 1 70.0009 40.01 0.00 RECOVERY Pond 1 70.2528 40.01 0.00 RECOVERY Pond 1 70.5051 40.01 0.01 RECOVERY Pond 1 70.7525 40.01 0.01 RECOVERY Pond 1 71.0003 40.01 0.01 RECOVERY Pond 1 71.2550 40.01 0.01 RECOVERY Pond 1 71.5005 40.01 0.01 RECOVERY Pond 1 71.7556 40.01 0.01 RECOVERY Pond 1 72.0006 40.01 0.01 RECOVERY Pond 1 72.2524 40.01 0.01 RECOVERY Pond 1 72.5040 40.01 0.01 RECOVERY Pond 1 72.7569 40.01 0.01 RECOVERY Pond 1 73.0019 40.00 0.01 RECOVERY Pond 1 73.2550 40.00 0.01 191 1D Nodes - Time Series 8 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 73.5028 40.00 0.01 RECOVERY Pond 1 73.7513 40.00 0.00 RECOVERY Pond 1 74.0023 40.00 0.00 RECOVERY Pond 1 74.2544 40.00 0.00 RECOVERY Pond 1 74.5030 40.00 0.00 RECOVERY Pond 1 74.7535 40.00 0.00 RECOVERY Pond 1 75.0004 40.00 0.00 RECOVERY Pond 1 75.2524 40.00 0.00 RECOVERY Pond 1 75.5008 40.00 0.00 RECOVERY Pond 1 75.7504 40.00 0.00 RECOVERY Pond 1 76.0014 40.00 0.00 RECOVERY Pond 1 76.2518 40.00 0.00 RECOVERY Pond 1 76.5020 40.00 0.00 RECOVERY Pond 1 76.7537 40.00 0.00 RECOVERY Pond 1 77.0008 40.00 0.00 RECOVERY Pond 1 77.2541 40.00 0.00 RECOVERY Pond 1 77.5012 40.00 0.00 RECOVERY Pond 1 77.7542 40.00 0.00 RECOVERY Pond 1 78.0023 40.00 0.00 RECOVERY Pond 1 78.2543 40.00 0.00 RECOVERY Pond 1 78.5023 40.00 0.00 RECOVERY Pond 1 78.7542 40.00 0.00 RECOVERY Pond 1 79.0074 40.00 0.00 RECOVERY Pond 1 79.2532 40.00 0.00 RECOVERY Pond 1 79.5023 40.00 0.00 RECOVERY Pond 1 79.7506 40.00 0.00 RECOVERY Pond 1 80.0040 40.00 0.00 RECOVERY Pond 1 80.2560 40.00 0.00 RECOVERY Pond 1 80.5008 40.00 0.00 RECOVERY Pond 1 80.7520 40.00 0.00 RECOVERY Pond 1 81.0017 40.00 0.00 RECOVERY Pond 1 81.2505 40.00 0.00 RECOVERY Pond 1 81.5049 40.00 0.00 RECOVERY Pond 1 81.7509 40.00 0.00 RECOVERY Pond 1 82.0030 40.00 0.00 RECOVERY Pond 1 82.2517 40.00 0.00 RECOVERY Pond 1 82.5032 40.00 0.00 RECOVERY Pond 1 82.7524 40.00 0.00 RECOVERY Pond 1 83.0022 40.00 0.00 RECOVERY Pond 1 83.2567 40.00 0.00 RECOVERY Pond 1 83.5039 40.00 0.00 RECOVERY Pond 1 83.7512 40.00 0.00 192 1D Nodes - Time Series 9 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 84.0025 40.00 0.00 RECOVERY Pond 1 84.2505 40.00 0.00 RECOVERY Pond 1 84.5068 40.00 0.00 RECOVERY Pond 1 84.7530 40.00 0.00 RECOVERY Pond 1 85.0002 40.00 0.00 RECOVERY Pond 1 85.2513 40.00 0.00 RECOVERY Pond 1 85.5037 40.00 0.00 RECOVERY Pond 1 85.7535 40.00 0.00 RECOVERY Pond 1 86.0072 40.00 0.00 RECOVERY Pond 1 86.2505 40.00 0.00 RECOVERY Pond 1 86.5037 40.00 0.00 RECOVERY Pond 1 86.7509 40.00 0.00 RECOVERY Pond 1 87.0052 40.00 0.00 RECOVERY Pond 1 87.2544 40.00 0.00 RECOVERY Pond 1 87.5039 40.00 0.00 RECOVERY Pond 1 87.7541 40.00 0.00 RECOVERY Pond 1 88.0016 40.00 0.00 RECOVERY Pond 1 88.2507 40.00 0.00 RECOVERY Pond 1 88.5063 40.00 0.00 RECOVERY Pond 1 88.7509 40.00 0.00 RECOVERY Pond 1 89.0012 40.00 0.00 RECOVERY Pond 1 89.2513 40.00 0.00 RECOVERY Pond 1 89.5038 40.00 0.00 RECOVERY Pond 1 89.7513 40.00 0.00 RECOVERY Pond 1 90.0035 40.00 0.00 RECOVERY Pond 1 90.2503 40.00 0.00 RECOVERY Pond 1 90.5014 40.00 0.00 RECOVERY Pond 1 90.7530 40.00 0.00 RECOVERY Pond 1 91.0033 40.00 0.00 RECOVERY Pond 1 91.2538 40.00 0.00 RECOVERY Pond 1 91.5048 40.00 0.00 RECOVERY Pond 1 91.7518 40.00 0.00 RECOVERY Pond 1 92.0053 40.00 0.00 RECOVERY Pond 1 92.2524 40.00 0.00 RECOVERY Pond 1 92.5013 40.00 0.00 RECOVERY Pond 1 92.7537 40.00 0.00 RECOVERY Pond 1 93.0072 40.00 0.00 RECOVERY Pond 1 93.2535 40.00 0.00 RECOVERY Pond 1 93.5063 40.00 0.00 RECOVERY Pond 1 93.7509 40.00 0.00 RECOVERY Pond 1 94.0010 40.00 0.00 RECOVERY Pond 1 94.2560 40.00 0.00 193 1D Nodes - Time Series 10 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 94.5104 40.00 0.00 RECOVERY Pond 1 94.7507 40.00 0.00 RECOVERY Pond 1 95.0011 40.00 0.00 RECOVERY Pond 1 95.2523 40.00 0.00 RECOVERY Pond 1 95.5059 40.00 0.00 RECOVERY Pond 1 95.7536 40.00 0.00 RECOVERY Pond 1 96.0022 40.00 0.00 RECOVERY Pond 1 96.2528 40.00 0.00 RECOVERY Pond 1 96.5046 40.00 0.00 RECOVERY Pond 1 96.7522 40.00 0.00 RECOVERY Pond 1 97.0013 40.00 0.00 RECOVERY Pond 1 97.2554 40.00 0.00 RECOVERY Pond 1 97.5027 40.00 0.00 RECOVERY Pond 1 97.7534 40.00 0.00 RECOVERY Pond 1 98.0035 40.00 0.00 RECOVERY Pond 1 98.2517 40.00 0.00 RECOVERY Pond 1 98.5008 40.00 0.00 RECOVERY Pond 1 98.7501 40.00 0.00 RECOVERY Pond 1 99.0024 40.00 0.00 RECOVERY Pond 1 99.2526 40.00 0.00 RECOVERY Pond 1 99.5063 40.00 0.00 RECOVERY Pond 1 99.7535 40.00 0.00 RECOVERY Pond 1 100.0025 40.00 0.00 RECOVERY Pond 1 100.2548 40.00 0.00 RECOVERY Pond 1 100.5041 40.00 0.00 RECOVERY Pond 1 100.7520 40.00 0.00 RECOVERY Pond 1 101.0065 40.00 0.00 RECOVERY Pond 1 101.2569 40.00 0.00 RECOVERY Pond 1 101.5038 40.00 0.00 RECOVERY Pond 1 101.7506 40.00 0.00 RECOVERY Pond 1 102.0030 40.00 0.00 RECOVERY Pond 1 102.2542 40.00 0.00 RECOVERY Pond 1 102.5014 40.00 0.00 RECOVERY Pond 1 102.7540 40.00 0.00 RECOVERY Pond 1 103.0040 40.00 0.00 RECOVERY Pond 1 103.2558 40.00 0.00 RECOVERY Pond 1 103.5028 40.00 0.00 RECOVERY Pond 1 103.7512 40.00 0.00 RECOVERY Pond 1 104.0032 40.00 0.00 RECOVERY Pond 1 104.2503 40.00 0.00 RECOVERY Pond 1 104.5050 40.00 0.00 RECOVERY Pond 1 104.7545 40.00 0.00 194 1D Nodes - Time Series 11 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 105.0016 40.00 0.00 RECOVERY Pond 1 105.2542 40.00 0.00 RECOVERY Pond 1 105.5022 40.00 0.00 RECOVERY Pond 1 105.7528 40.00 0.00 RECOVERY Pond 1 106.0002 40.00 0.00 RECOVERY Pond 1 106.2539 40.00 0.00 RECOVERY Pond 1 106.5039 40.00 0.00 RECOVERY Pond 1 106.7527 40.00 0.00 RECOVERY Pond 1 107.0019 40.00 0.00 RECOVERY Pond 1 107.2509 40.00 0.00 RECOVERY Pond 1 107.5039 40.00 0.00 RECOVERY Pond 1 107.7551 40.00 0.00 RECOVERY Pond 1 108.0038 40.00 0.00 RECOVERY Pond 1 108.2512 40.00 0.00 RECOVERY Pond 1 108.5008 40.00 0.00 RECOVERY Pond 1 108.7522 40.00 0.00 RECOVERY Pond 1 109.0028 40.00 0.00 RECOVERY Pond 1 109.2554 40.00 0.00 RECOVERY Pond 1 109.5006 40.00 0.00 RECOVERY Pond 1 109.7517 40.00 0.00 RECOVERY Pond 1 110.0054 40.00 0.00 RECOVERY Pond 1 110.2503 40.00 0.00 RECOVERY Pond 1 110.5041 40.00 0.00 RECOVERY Pond 1 110.7525 40.00 0.00 RECOVERY Pond 1 111.0005 40.00 0.00 RECOVERY Pond 1 111.2532 40.00 0.00 RECOVERY Pond 1 111.5013 40.00 0.00 RECOVERY Pond 1 111.7517 40.00 0.00 RECOVERY Pond 1 112.0020 40.00 0.00 RECOVERY Pond 1 112.2582 40.00 0.00 RECOVERY Pond 1 112.5021 40.00 0.00 RECOVERY Pond 1 112.7529 40.00 0.00 RECOVERY Pond 1 113.0010 40.00 0.00 RECOVERY Pond 1 113.2528 40.00 0.00 RECOVERY Pond 1 113.5022 40.00 0.00 RECOVERY Pond 1 113.7533 40.00 0.00 RECOVERY Pond 1 114.0009 40.00 0.00 RECOVERY Pond 1 114.2504 40.00 0.00 RECOVERY Pond 1 114.5017 40.00 0.00 RECOVERY Pond 1 114.7507 40.00 0.00 RECOVERY Pond 1 115.0046 40.00 0.00 RECOVERY Pond 1 115.2512 40.00 0.00 195 1D Nodes - Time Series 12 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 115.5036 40.00 0.00 RECOVERY Pond 1 115.7533 40.00 0.00 RECOVERY Pond 1 116.0057 40.00 0.00 RECOVERY Pond 1 116.2516 40.00 0.00 RECOVERY Pond 1 116.5025 40.00 0.00 RECOVERY Pond 1 116.7520 40.00 0.00 RECOVERY Pond 1 117.0059 40.00 0.00 RECOVERY Pond 1 117.2547 40.00 0.00 RECOVERY Pond 1 117.5003 40.00 0.00 RECOVERY Pond 1 117.7521 40.00 0.00 RECOVERY Pond 1 118.0021 40.00 0.00 RECOVERY Pond 1 118.2516 40.00 0.00 RECOVERY Pond 1 118.5029 40.00 0.00 RECOVERY Pond 1 118.7567 40.00 0.00 RECOVERY Pond 1 119.0054 40.00 0.00 RECOVERY Pond 1 119.2505 40.00 0.00 RECOVERY Pond 1 119.5013 40.00 0.00 RECOVERY Pond 1 119.7546 40.00 0.00 RECOVERY Pond 1 120.0011 40.00 0.00 RECOVERY Pond 2 0.0000 41.10 0.00 RECOVERY Pond 2 0.2506 40.75 0.32 RECOVERY Pond 2 0.5003 40.68 0.32 RECOVERY Pond 2 0.7506 40.62 0.32 RECOVERY Pond 2 1.0000 40.59 0.32 RECOVERY Pond 2 1.2509 40.57 0.32 RECOVERY Pond 2 1.5001 40.55 0.32 RECOVERY Pond 2 1.7510 40.54 0.10 RECOVERY Pond 2 2.0026 40.53 0.09 RECOVERY Pond 2 2.2513 40.52 0.07 RECOVERY Pond 2 2.5010 40.51 0.06 RECOVERY Pond 2 2.7501 40.50 0.06 RECOVERY Pond 2 3.0006 40.49 0.05 RECOVERY Pond 2 3.2503 40.49 0.04 RECOVERY Pond 2 3.5032 40.48 0.04 RECOVERY Pond 2 3.7509 40.47 0.04 RECOVERY Pond 2 4.0036 40.47 0.04 RECOVERY Pond 2 4.2515 40.46 0.03 RECOVERY Pond 2 4.5007 40.46 0.03 RECOVERY Pond 2 4.7506 40.45 0.03 RECOVERY Pond 2 5.0034 40.45 0.03 RECOVERY Pond 2 5.2506 40.44 0.03 RECOVERY Pond 2 5.5001 40.44 0.03 196 1D Nodes - Time Series 13 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 5.7514 40.43 0.02 RECOVERY Pond 2 6.0001 40.43 0.02 RECOVERY Pond 2 6.2539 40.42 0.02 RECOVERY Pond 2 6.5024 40.42 0.02 RECOVERY Pond 2 6.7536 40.41 0.02 RECOVERY Pond 2 7.0025 40.41 0.02 RECOVERY Pond 2 7.2526 40.41 0.02 RECOVERY Pond 2 7.5022 40.40 0.02 RECOVERY Pond 2 7.7509 40.40 0.02 RECOVERY Pond 2 8.0012 40.39 0.02 RECOVERY Pond 2 8.2529 40.39 0.02 RECOVERY Pond 2 8.5043 40.39 0.02 RECOVERY Pond 2 8.7504 40.38 0.02 RECOVERY Pond 2 9.0037 40.38 0.02 RECOVERY Pond 2 9.2512 40.38 0.02 RECOVERY Pond 2 9.5001 40.37 0.02 RECOVERY Pond 2 9.7515 40.37 0.02 RECOVERY Pond 2 10.0002 40.36 0.02 RECOVERY Pond 2 10.2502 40.36 0.02 RECOVERY Pond 2 10.5008 40.36 0.02 RECOVERY Pond 2 10.7553 40.35 0.02 RECOVERY Pond 2 11.0053 40.35 0.02 RECOVERY Pond 2 11.2547 40.35 0.02 RECOVERY Pond 2 11.5039 40.35 0.01 RECOVERY Pond 2 11.7501 40.34 0.01 RECOVERY Pond 2 12.0022 40.34 0.01 RECOVERY Pond 2 12.2518 40.34 0.01 RECOVERY Pond 2 12.5036 40.33 0.01 RECOVERY Pond 2 12.7510 40.33 0.01 RECOVERY Pond 2 13.0000 40.33 0.01 RECOVERY Pond 2 13.2531 40.32 0.01 RECOVERY Pond 2 13.5018 40.32 0.01 RECOVERY Pond 2 13.7507 40.32 0.01 RECOVERY Pond 2 14.0037 40.32 0.01 RECOVERY Pond 2 14.2539 40.31 0.01 RECOVERY Pond 2 14.5037 40.31 0.01 RECOVERY Pond 2 14.7505 40.31 0.01 RECOVERY Pond 2 15.0045 40.30 0.01 RECOVERY Pond 2 15.2535 40.30 0.01 RECOVERY Pond 2 15.5033 40.30 0.01 RECOVERY Pond 2 15.7518 40.30 0.01 RECOVERY Pond 2 16.0009 40.29 0.01 197 1D Nodes - Time Series 14 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 16.2534 40.29 0.01 RECOVERY Pond 2 16.5040 40.29 0.01 RECOVERY Pond 2 16.7519 40.29 0.01 RECOVERY Pond 2 17.0036 40.28 0.01 RECOVERY Pond 2 17.2514 40.28 0.01 RECOVERY Pond 2 17.5006 40.28 0.01 RECOVERY Pond 2 17.7580 40.28 0.01 RECOVERY Pond 2 18.0023 40.27 0.01 RECOVERY Pond 2 18.2545 40.27 0.01 RECOVERY Pond 2 18.5003 40.27 0.01 RECOVERY Pond 2 18.7519 40.27 0.01 RECOVERY Pond 2 19.0023 40.27 0.01 RECOVERY Pond 2 19.2501 40.26 0.01 RECOVERY Pond 2 19.5012 40.26 0.01 RECOVERY Pond 2 19.7524 40.26 0.01 RECOVERY Pond 2 20.0035 40.26 0.01 RECOVERY Pond 2 20.2536 40.25 0.01 RECOVERY Pond 2 20.5044 40.25 0.01 RECOVERY Pond 2 20.7500 40.25 0.01 RECOVERY Pond 2 21.0043 40.25 0.01 RECOVERY Pond 2 21.2515 40.25 0.01 RECOVERY Pond 2 21.5010 40.24 0.01 RECOVERY Pond 2 21.7511 40.24 0.01 RECOVERY Pond 2 22.0003 40.24 0.01 RECOVERY Pond 2 22.2548 40.24 0.01 RECOVERY Pond 2 22.5027 40.23 0.01 RECOVERY Pond 2 22.7568 40.23 0.01 RECOVERY Pond 2 23.0025 40.23 0.01 RECOVERY Pond 2 23.2534 40.23 0.01 RECOVERY Pond 2 23.5040 40.23 0.01 RECOVERY Pond 2 23.7501 40.22 0.01 RECOVERY Pond 2 24.0009 40.22 0.01 RECOVERY Pond 2 24.2516 40.22 0.01 RECOVERY Pond 2 24.5016 40.22 0.01 RECOVERY Pond 2 24.7532 40.22 0.01 RECOVERY Pond 2 25.0002 40.21 0.01 RECOVERY Pond 2 25.2506 40.21 0.01 RECOVERY Pond 2 25.5037 40.21 0.01 RECOVERY Pond 2 25.7531 40.21 0.01 RECOVERY Pond 2 26.0063 40.21 0.01 RECOVERY Pond 2 26.2590 40.20 0.01 RECOVERY Pond 2 26.5071 40.20 0.01 198 1D Nodes - Time Series 15 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 26.7543 40.20 0.01 RECOVERY Pond 2 27.0066 40.20 0.01 RECOVERY Pond 2 27.2529 40.20 0.01 RECOVERY Pond 2 27.5005 40.19 0.01 RECOVERY Pond 2 27.7509 40.19 0.01 RECOVERY Pond 2 28.0058 40.19 0.01 RECOVERY Pond 2 28.2501 40.19 0.01 RECOVERY Pond 2 28.5018 40.19 0.01 RECOVERY Pond 2 28.7551 40.19 0.01 RECOVERY Pond 2 29.0017 40.18 0.01 RECOVERY Pond 2 29.2553 40.18 0.01 RECOVERY Pond 2 29.5062 40.18 0.01 RECOVERY Pond 2 29.7509 40.18 0.01 RECOVERY Pond 2 30.0084 40.18 0.01 RECOVERY Pond 2 30.2504 40.18 0.01 RECOVERY Pond 2 30.5069 40.17 0.01 RECOVERY Pond 2 30.7572 40.17 0.01 RECOVERY Pond 2 31.0048 40.17 0.01 RECOVERY Pond 2 31.2509 40.17 0.01 RECOVERY Pond 2 31.5063 40.17 0.01 RECOVERY Pond 2 31.7513 40.16 0.01 RECOVERY Pond 2 32.0009 40.16 0.01 RECOVERY Pond 2 32.2502 40.16 0.01 RECOVERY Pond 2 32.5024 40.16 0.01 RECOVERY Pond 2 32.7543 40.16 0.01 RECOVERY Pond 2 33.0020 40.16 0.01 RECOVERY Pond 2 33.2562 40.15 0.01 RECOVERY Pond 2 33.5007 40.15 0.01 RECOVERY Pond 2 33.7505 40.15 0.01 RECOVERY Pond 2 34.0057 40.15 0.01 RECOVERY Pond 2 34.2533 40.15 0.01 RECOVERY Pond 2 34.5098 40.15 0.01 RECOVERY Pond 2 34.7527 40.14 0.01 RECOVERY Pond 2 35.0001 40.14 0.01 RECOVERY Pond 2 35.2570 40.14 0.01 RECOVERY Pond 2 35.5107 40.14 0.01 RECOVERY Pond 2 35.7598 40.14 0.01 RECOVERY Pond 2 36.0040 40.14 0.01 RECOVERY Pond 2 36.2528 40.14 0.01 RECOVERY Pond 2 36.5027 40.13 0.01 RECOVERY Pond 2 36.7544 40.13 0.01 RECOVERY Pond 2 37.0082 40.13 0.01 199 1D Nodes - Time Series 16 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 37.2515 40.13 0.01 RECOVERY Pond 2 37.5050 40.13 0.01 RECOVERY Pond 2 37.7578 40.13 0.01 RECOVERY Pond 2 38.0028 40.12 0.01 RECOVERY Pond 2 38.2500 40.12 0.01 RECOVERY Pond 2 38.5006 40.12 0.01 RECOVERY Pond 2 38.7534 40.12 0.01 RECOVERY Pond 2 39.0062 40.12 0.01 RECOVERY Pond 2 39.2532 40.12 0.01 RECOVERY Pond 2 39.5025 40.12 0.01 RECOVERY Pond 2 39.7512 40.11 0.01 RECOVERY Pond 2 40.0032 40.11 0.01 RECOVERY Pond 2 40.2535 40.11 0.01 RECOVERY Pond 2 40.5023 40.11 0.01 RECOVERY Pond 2 40.7550 40.11 0.01 RECOVERY Pond 2 41.0056 40.11 0.01 RECOVERY Pond 2 41.2574 40.10 0.01 RECOVERY Pond 2 41.5058 40.10 0.01 RECOVERY Pond 2 41.7566 40.10 0.01 RECOVERY Pond 2 42.0041 40.10 0.01 RECOVERY Pond 2 42.2522 40.10 0.01 RECOVERY Pond 2 42.5031 40.10 0.01 RECOVERY Pond 2 42.7517 40.10 0.01 RECOVERY Pond 2 43.0011 40.09 0.01 RECOVERY Pond 2 43.2573 40.09 0.01 RECOVERY Pond 2 43.5045 40.09 0.01 RECOVERY Pond 2 43.7549 40.09 0.01 RECOVERY Pond 2 44.0022 40.09 0.01 RECOVERY Pond 2 44.2506 40.09 0.01 RECOVERY Pond 2 44.5054 40.09 0.01 RECOVERY Pond 2 44.7505 40.08 0.01 RECOVERY Pond 2 45.0072 40.08 0.01 RECOVERY Pond 2 45.2520 40.08 0.01 RECOVERY Pond 2 45.5009 40.08 0.01 RECOVERY Pond 2 45.7538 40.08 0.01 RECOVERY Pond 2 46.0015 40.08 0.01 RECOVERY Pond 2 46.2502 40.08 0.01 RECOVERY Pond 2 46.5029 40.07 0.01 RECOVERY Pond 2 46.7508 40.07 0.01 RECOVERY Pond 2 47.0005 40.07 0.01 RECOVERY Pond 2 47.2537 40.07 0.01 RECOVERY Pond 2 47.5043 40.07 0.01 200 1D Nodes - Time Series 17 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 47.7561 40.07 0.01 RECOVERY Pond 2 48.0094 40.07 0.01 RECOVERY Pond 2 48.2507 40.07 0.01 RECOVERY Pond 2 48.5043 40.06 0.01 RECOVERY Pond 2 48.7500 40.06 0.01 RECOVERY Pond 2 49.0008 40.06 0.01 RECOVERY Pond 2 49.2513 40.06 0.01 RECOVERY Pond 2 49.5033 40.06 0.01 RECOVERY Pond 2 49.7518 40.06 0.01 RECOVERY Pond 2 50.0039 40.06 0.01 RECOVERY Pond 2 50.2533 40.05 0.01 RECOVERY Pond 2 50.5023 40.05 0.01 RECOVERY Pond 2 50.7528 40.05 0.01 RECOVERY Pond 2 51.0020 40.05 0.01 RECOVERY Pond 2 51.2547 40.05 0.01 RECOVERY Pond 2 51.5020 40.05 0.01 RECOVERY Pond 2 51.7504 40.05 0.01 RECOVERY Pond 2 52.0024 40.04 0.01 RECOVERY Pond 2 52.2537 40.04 0.01 RECOVERY Pond 2 52.5045 40.04 0.01 RECOVERY Pond 2 52.7526 40.04 0.01 RECOVERY Pond 2 53.0059 40.04 0.01 RECOVERY Pond 2 53.2521 40.04 0.01 RECOVERY Pond 2 53.5037 40.04 0.01 RECOVERY Pond 2 53.7560 40.03 0.01 RECOVERY Pond 2 54.0015 40.03 0.01 RECOVERY Pond 2 54.2523 40.03 0.01 RECOVERY Pond 2 54.5007 40.03 0.01 RECOVERY Pond 2 54.7511 40.03 0.01 RECOVERY Pond 2 55.0066 40.03 0.01 RECOVERY Pond 2 55.2511 40.03 0.01 RECOVERY Pond 2 55.5018 40.02 0.01 RECOVERY Pond 2 55.7546 40.02 0.01 RECOVERY Pond 2 56.0049 40.02 0.01 RECOVERY Pond 2 56.2505 40.02 0.01 RECOVERY Pond 2 56.5047 40.02 0.01 RECOVERY Pond 2 56.7556 40.02 0.01 RECOVERY Pond 2 57.0017 40.02 0.01 RECOVERY Pond 2 57.2509 40.01 0.01 RECOVERY Pond 2 57.5000 40.01 0.01 RECOVERY Pond 2 57.7510 40.01 0.01 RECOVERY Pond 2 58.0043 40.01 0.00 201 1D Nodes - Time Series 18 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 58.2516 40.01 0.00 RECOVERY Pond 2 58.5070 40.01 0.00 RECOVERY Pond 2 58.7510 40.01 0.00 RECOVERY Pond 2 59.0039 40.01 0.00 RECOVERY Pond 2 59.2515 40.00 0.00 RECOVERY Pond 2 59.5012 40.00 0.00 RECOVERY Pond 2 59.7567 40.00 0.00 RECOVERY Pond 2 60.0038 40.00 0.00 RECOVERY Pond 2 60.2557 40.00 0.00 RECOVERY Pond 2 60.5019 40.00 0.00 RECOVERY Pond 2 60.7551 40.00 0.00 RECOVERY Pond 2 61.0023 40.00 0.00 RECOVERY Pond 2 61.2552 40.00 0.00 RECOVERY Pond 2 61.5026 40.00 0.00 RECOVERY Pond 2 61.7544 40.00 0.00 RECOVERY Pond 2 62.0015 40.00 0.00 RECOVERY Pond 2 62.2534 40.00 0.00 RECOVERY Pond 2 62.5025 40.00 0.00 RECOVERY Pond 2 62.7537 40.00 0.00 RECOVERY Pond 2 63.0021 40.00 0.00 RECOVERY Pond 2 63.2546 40.00 0.00 RECOVERY Pond 2 63.5039 40.00 0.00 RECOVERY Pond 2 63.7504 40.00 0.00 RECOVERY Pond 2 64.0005 40.00 0.00 RECOVERY Pond 2 64.2520 40.00 0.00 RECOVERY Pond 2 64.5042 40.00 0.00 RECOVERY Pond 2 64.7517 40.00 0.00 RECOVERY Pond 2 65.0050 40.00 0.00 RECOVERY Pond 2 65.2576 40.00 0.00 RECOVERY Pond 2 65.5005 40.00 0.00 RECOVERY Pond 2 65.7530 40.00 0.00 RECOVERY Pond 2 66.0037 40.00 0.00 RECOVERY Pond 2 66.2567 40.00 0.00 RECOVERY Pond 2 66.5031 40.00 0.00 RECOVERY Pond 2 66.7552 40.00 0.00 RECOVERY Pond 2 67.0034 40.00 0.00 RECOVERY Pond 2 67.2515 40.00 0.00 RECOVERY Pond 2 67.5013 40.00 0.00 RECOVERY Pond 2 67.7505 40.00 0.00 RECOVERY Pond 2 68.0044 40.00 0.00 RECOVERY Pond 2 68.2517 40.00 0.00 RECOVERY Pond 2 68.5040 40.00 0.00 202 1D Nodes - Time Series 19 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 68.7553 40.00 0.00 RECOVERY Pond 2 69.0061 40.00 0.00 RECOVERY Pond 2 69.2535 40.00 0.00 RECOVERY Pond 2 69.5009 40.00 0.00 RECOVERY Pond 2 69.7577 40.00 0.00 RECOVERY Pond 2 70.0009 40.00 0.00 RECOVERY Pond 2 70.2528 40.00 0.00 RECOVERY Pond 2 70.5051 40.00 0.00 RECOVERY Pond 2 70.7525 40.00 0.00 RECOVERY Pond 2 71.0003 40.00 0.00 RECOVERY Pond 2 71.2550 40.00 0.00 RECOVERY Pond 2 71.5005 40.00 0.00 RECOVERY Pond 2 71.7556 40.00 0.00 RECOVERY Pond 2 72.0006 40.00 0.00 RECOVERY Pond 2 72.2524 40.00 0.00 RECOVERY Pond 2 72.5040 40.00 0.00 RECOVERY Pond 2 72.7569 40.00 0.00 RECOVERY Pond 2 73.0019 40.00 0.00 RECOVERY Pond 2 73.2550 40.00 0.00 RECOVERY Pond 2 73.5028 40.00 0.00 RECOVERY Pond 2 73.7513 40.00 0.00 RECOVERY Pond 2 74.0023 40.00 0.00 RECOVERY Pond 2 74.2544 40.00 0.00 RECOVERY Pond 2 74.5030 40.00 0.00 RECOVERY Pond 2 74.7535 40.00 0.00 RECOVERY Pond 2 75.0004 40.00 0.00 RECOVERY Pond 2 75.2524 40.00 0.00 RECOVERY Pond 2 75.5008 40.00 0.00 RECOVERY Pond 2 75.7504 40.00 0.00 RECOVERY Pond 2 76.0014 40.00 0.00 RECOVERY Pond 2 76.2518 40.00 0.00 RECOVERY Pond 2 76.5020 40.00 0.00 RECOVERY Pond 2 76.7537 40.00 0.00 RECOVERY Pond 2 77.0008 40.00 0.00 RECOVERY Pond 2 77.2541 40.00 0.00 RECOVERY Pond 2 77.5012 40.00 0.00 RECOVERY Pond 2 77.7542 40.00 0.00 RECOVERY Pond 2 78.0023 40.00 0.00 RECOVERY Pond 2 78.2543 40.00 0.00 RECOVERY Pond 2 78.5023 40.00 0.00 RECOVERY Pond 2 78.7542 40.00 0.00 RECOVERY Pond 2 79.0074 40.00 0.00 203 1D Nodes - Time Series 20 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 79.2532 40.00 0.00 RECOVERY Pond 2 79.5023 40.00 0.00 RECOVERY Pond 2 79.7506 40.00 0.00 RECOVERY Pond 2 80.0040 40.00 0.00 RECOVERY Pond 2 80.2560 40.00 0.00 RECOVERY Pond 2 80.5008 40.00 0.00 RECOVERY Pond 2 80.7520 40.00 0.00 RECOVERY Pond 2 81.0017 40.00 0.00 RECOVERY Pond 2 81.2505 40.00 0.00 RECOVERY Pond 2 81.5049 40.00 0.00 RECOVERY Pond 2 81.7509 40.00 0.00 RECOVERY Pond 2 82.0030 40.00 0.00 RECOVERY Pond 2 82.2517 40.00 0.00 RECOVERY Pond 2 82.5032 40.00 0.00 RECOVERY Pond 2 82.7524 40.00 0.00 RECOVERY Pond 2 83.0022 40.00 0.00 RECOVERY Pond 2 83.2567 40.00 0.00 RECOVERY Pond 2 83.5039 40.00 0.00 RECOVERY Pond 2 83.7512 40.00 0.00 RECOVERY Pond 2 84.0025 40.00 0.00 RECOVERY Pond 2 84.2505 40.00 0.00 RECOVERY Pond 2 84.5068 40.00 0.00 RECOVERY Pond 2 84.7530 40.00 0.00 RECOVERY Pond 2 85.0002 40.00 0.00 RECOVERY Pond 2 85.2513 40.00 0.00 RECOVERY Pond 2 85.5037 40.00 0.00 RECOVERY Pond 2 85.7535 40.00 0.00 RECOVERY Pond 2 86.0072 40.00 0.00 RECOVERY Pond 2 86.2505 40.00 0.00 RECOVERY Pond 2 86.5037 40.00 0.00 RECOVERY Pond 2 86.7509 40.00 0.00 RECOVERY Pond 2 87.0052 40.00 0.00 RECOVERY Pond 2 87.2544 40.00 0.00 RECOVERY Pond 2 87.5039 40.00 0.00 RECOVERY Pond 2 87.7541 40.00 0.00 RECOVERY Pond 2 88.0016 40.00 0.00 RECOVERY Pond 2 88.2507 40.00 0.00 RECOVERY Pond 2 88.5063 40.00 0.00 RECOVERY Pond 2 88.7509 40.00 0.00 RECOVERY Pond 2 89.0012 40.00 0.00 RECOVERY Pond 2 89.2513 40.00 0.00 RECOVERY Pond 2 89.5038 40.00 0.00 204 1D Nodes - Time Series 21 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 89.7513 40.00 0.00 RECOVERY Pond 2 90.0035 40.00 0.00 RECOVERY Pond 2 90.2503 40.00 0.00 RECOVERY Pond 2 90.5014 40.00 0.00 RECOVERY Pond 2 90.7530 40.00 0.00 RECOVERY Pond 2 91.0033 40.00 0.00 RECOVERY Pond 2 91.2538 40.00 0.00 RECOVERY Pond 2 91.5048 40.00 0.00 RECOVERY Pond 2 91.7518 40.00 0.00 RECOVERY Pond 2 92.0053 40.00 0.00 RECOVERY Pond 2 92.2524 40.00 0.00 RECOVERY Pond 2 92.5013 40.00 0.00 RECOVERY Pond 2 92.7537 40.00 0.00 RECOVERY Pond 2 93.0072 40.00 0.00 RECOVERY Pond 2 93.2535 40.00 0.00 RECOVERY Pond 2 93.5063 40.00 0.00 RECOVERY Pond 2 93.7509 40.00 0.00 RECOVERY Pond 2 94.0010 40.00 0.00 RECOVERY Pond 2 94.2560 40.00 0.00 RECOVERY Pond 2 94.5104 40.00 0.00 RECOVERY Pond 2 94.7507 40.00 0.00 RECOVERY Pond 2 95.0011 40.00 0.00 RECOVERY Pond 2 95.2523 40.00 0.00 RECOVERY Pond 2 95.5059 40.00 0.00 RECOVERY Pond 2 95.7536 40.00 0.00 RECOVERY Pond 2 96.0022 40.00 0.00 RECOVERY Pond 2 96.2528 40.00 0.00 RECOVERY Pond 2 96.5046 40.00 0.00 RECOVERY Pond 2 96.7522 40.00 0.00 RECOVERY Pond 2 97.0013 40.00 0.00 RECOVERY Pond 2 97.2554 40.00 0.00 RECOVERY Pond 2 97.5027 40.00 0.00 RECOVERY Pond 2 97.7534 40.00 0.00 RECOVERY Pond 2 98.0035 40.00 0.00 RECOVERY Pond 2 98.2517 40.00 0.00 RECOVERY Pond 2 98.5008 40.00 0.00 RECOVERY Pond 2 98.7501 40.00 0.00 RECOVERY Pond 2 99.0024 40.00 0.00 RECOVERY Pond 2 99.2526 40.00 0.00 RECOVERY Pond 2 99.5063 40.00 0.00 RECOVERY Pond 2 99.7535 40.00 0.00 RECOVERY Pond 2 100.0025 40.00 0.00 205 1D Nodes - Time Series 22 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 100.2548 40.00 0.00 RECOVERY Pond 2 100.5041 40.00 0.00 RECOVERY Pond 2 100.7520 40.00 0.00 RECOVERY Pond 2 101.0065 40.00 0.00 RECOVERY Pond 2 101.2569 40.00 0.00 RECOVERY Pond 2 101.5038 40.00 0.00 RECOVERY Pond 2 101.7506 40.00 0.00 RECOVERY Pond 2 102.0030 40.00 0.00 RECOVERY Pond 2 102.2542 40.00 0.00 RECOVERY Pond 2 102.5014 40.00 0.00 RECOVERY Pond 2 102.7540 40.00 0.00 RECOVERY Pond 2 103.0040 40.00 0.00 RECOVERY Pond 2 103.2558 40.00 0.00 RECOVERY Pond 2 103.5028 40.00 0.00 RECOVERY Pond 2 103.7512 40.00 0.00 RECOVERY Pond 2 104.0032 40.00 0.00 RECOVERY Pond 2 104.2503 40.00 0.00 RECOVERY Pond 2 104.5050 40.00 0.00 RECOVERY Pond 2 104.7545 40.00 0.00 RECOVERY Pond 2 105.0016 40.00 0.00 RECOVERY Pond 2 105.2542 40.00 0.00 RECOVERY Pond 2 105.5022 40.00 0.00 RECOVERY Pond 2 105.7528 40.00 0.00 RECOVERY Pond 2 106.0002 40.00 0.00 RECOVERY Pond 2 106.2539 40.00 0.00 RECOVERY Pond 2 106.5039 40.00 0.00 RECOVERY Pond 2 106.7527 40.00 0.00 RECOVERY Pond 2 107.0019 40.00 0.00 RECOVERY Pond 2 107.2509 40.00 0.00 RECOVERY Pond 2 107.5039 40.00 0.00 RECOVERY Pond 2 107.7551 40.00 0.00 RECOVERY Pond 2 108.0038 40.00 0.00 RECOVERY Pond 2 108.2512 40.00 0.00 RECOVERY Pond 2 108.5008 40.00 0.00 RECOVERY Pond 2 108.7522 40.00 0.00 RECOVERY Pond 2 109.0028 40.00 0.00 RECOVERY Pond 2 109.2554 40.00 0.00 RECOVERY Pond 2 109.5006 40.00 0.00 RECOVERY Pond 2 109.7517 40.00 0.00 RECOVERY Pond 2 110.0054 40.00 0.00 RECOVERY Pond 2 110.2503 40.00 0.00 RECOVERY Pond 2 110.5041 40.00 0.00 206 1D Nodes - Time Series 23 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 110.7525 40.00 0.00 RECOVERY Pond 2 111.0005 40.00 0.00 RECOVERY Pond 2 111.2532 40.00 0.00 RECOVERY Pond 2 111.5013 40.00 0.00 RECOVERY Pond 2 111.7517 40.00 0.00 RECOVERY Pond 2 112.0020 40.00 0.00 RECOVERY Pond 2 112.2582 40.00 0.00 RECOVERY Pond 2 112.5021 40.00 0.00 RECOVERY Pond 2 112.7529 40.00 0.00 RECOVERY Pond 2 113.0010 40.00 0.00 RECOVERY Pond 2 113.2528 40.00 0.00 RECOVERY Pond 2 113.5022 40.00 0.00 RECOVERY Pond 2 113.7533 40.00 0.00 RECOVERY Pond 2 114.0009 40.00 0.00 RECOVERY Pond 2 114.2504 40.00 0.00 RECOVERY Pond 2 114.5017 40.00 0.00 RECOVERY Pond 2 114.7507 40.00 0.00 RECOVERY Pond 2 115.0046 40.00 0.00 RECOVERY Pond 2 115.2512 40.00 0.00 RECOVERY Pond 2 115.5036 40.00 0.00 RECOVERY Pond 2 115.7533 40.00 0.00 RECOVERY Pond 2 116.0057 40.00 0.00 RECOVERY Pond 2 116.2516 40.00 0.00 RECOVERY Pond 2 116.5025 40.00 0.00 RECOVERY Pond 2 116.7520 40.00 0.00 RECOVERY Pond 2 117.0059 40.00 0.00 RECOVERY Pond 2 117.2547 40.00 0.00 RECOVERY Pond 2 117.5003 40.00 0.00 RECOVERY Pond 2 117.7521 40.00 0.00 RECOVERY Pond 2 118.0021 40.00 0.00 RECOVERY Pond 2 118.2516 40.00 0.00 RECOVERY Pond 2 118.5029 40.00 0.00 RECOVERY Pond 2 118.7567 40.00 0.00 RECOVERY Pond 2 119.0054 40.00 0.00 RECOVERY Pond 2 119.2505 40.00 0.00 RECOVERY Pond 2 119.5013 40.00 0.00 RECOVERY Pond 2 119.7546 40.00 0.00 RECOVERY Pond 2 120.0011 40.00 0.00 RECOVERYSTORM CHAMBER 0.0000 41.10 0.00 RECOVERYSTORM CHAMBER 0.2506 40.75 1.29 RECOVERYSTORM CHAMBER 0.5003 40.68 1.12 RECOVERYSTORM CHAMBER 0.7506 40.62 0.60 207 1D Nodes - Time Series 24 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 1.0000 40.60 0.54 RECOVERYSTORM CHAMBER 1.2509 40.58 0.38 RECOVERYSTORM CHAMBER 1.5001 40.56 0.43 RECOVERYSTORM CHAMBER 1.7510 40.54 0.27 RECOVERYSTORM CHAMBER 2.0026 40.53 0.22 RECOVERYSTORM CHAMBER 2.2513 40.52 0.22 RECOVERYSTORM CHAMBER 2.5010 40.51 0.19 RECOVERYSTORM CHAMBER 2.7501 40.50 0.18 RECOVERYSTORM CHAMBER 3.0006 40.50 0.17 RECOVERYSTORM CHAMBER 3.2503 40.49 0.16 RECOVERYSTORM CHAMBER 3.5032 40.48 0.15 RECOVERYSTORM CHAMBER 3.7509 40.48 0.14 RECOVERYSTORM CHAMBER 4.0036 40.47 0.14 RECOVERYSTORM CHAMBER 4.2515 40.46 0.13 RECOVERYSTORM CHAMBER 4.5007 40.46 0.13 RECOVERYSTORM CHAMBER 4.7506 40.45 0.12 RECOVERYSTORM CHAMBER 5.0034 40.45 0.12 RECOVERYSTORM CHAMBER 5.2506 40.44 0.11 RECOVERYSTORM CHAMBER 5.5001 40.44 0.11 RECOVERYSTORM CHAMBER 5.7514 40.43 0.11 RECOVERYSTORM CHAMBER 6.0001 40.43 0.10 RECOVERYSTORM CHAMBER 6.2539 40.42 0.10 RECOVERYSTORM CHAMBER 6.5024 40.42 0.10 RECOVERYSTORM CHAMBER 6.7536 40.41 0.10 RECOVERYSTORM CHAMBER 7.0025 40.41 0.09 RECOVERYSTORM CHAMBER 7.2526 40.41 0.09 RECOVERYSTORM CHAMBER 7.5022 40.40 0.09 RECOVERYSTORM CHAMBER 7.7509 40.40 0.09 RECOVERYSTORM CHAMBER 8.0012 40.39 0.08 RECOVERYSTORM CHAMBER 8.2529 40.39 0.08 RECOVERYSTORM CHAMBER 8.5043 40.39 0.08 RECOVERYSTORM CHAMBER 8.7504 40.38 0.08 RECOVERYSTORM CHAMBER 9.0037 40.38 0.08 RECOVERYSTORM CHAMBER 9.2512 40.38 0.08 RECOVERYSTORM CHAMBER 9.5001 40.37 0.08 RECOVERYSTORM CHAMBER 9.7515 40.37 0.07 RECOVERYSTORM CHAMBER 10.0002 40.37 0.07 RECOVERYSTORM CHAMBER 10.2502 40.36 0.07 RECOVERYSTORM CHAMBER 10.5008 40.36 0.07 RECOVERYSTORM CHAMBER 10.7553 40.36 0.07 RECOVERYSTORM CHAMBER 11.0053 40.35 0.07 RECOVERYSTORM CHAMBER 11.2547 40.35 0.07 208 1D Nodes - Time Series 25 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 11.5039 40.35 0.07 RECOVERYSTORM CHAMBER 11.7501 40.34 0.07 RECOVERYSTORM CHAMBER 12.0022 40.34 0.07 RECOVERYSTORM CHAMBER 12.2518 40.34 0.06 RECOVERYSTORM CHAMBER 12.5036 40.33 0.06 RECOVERYSTORM CHAMBER 12.7510 40.33 0.06 RECOVERYSTORM CHAMBER 13.0000 40.33 0.06 RECOVERYSTORM CHAMBER 13.2531 40.33 0.06 RECOVERYSTORM CHAMBER 13.5018 40.32 0.06 RECOVERYSTORM CHAMBER 13.7507 40.32 0.06 RECOVERYSTORM CHAMBER 14.0037 40.32 0.06 RECOVERYSTORM CHAMBER 14.2539 40.31 0.06 RECOVERYSTORM CHAMBER 14.5037 40.31 0.06 RECOVERYSTORM CHAMBER 14.7505 40.31 0.06 RECOVERYSTORM CHAMBER 15.0045 40.31 0.06 RECOVERYSTORM CHAMBER 15.2535 40.30 0.06 RECOVERYSTORM CHAMBER 15.5033 40.30 0.06 RECOVERYSTORM CHAMBER 15.7518 40.30 0.05 RECOVERYSTORM CHAMBER 16.0009 40.30 0.05 RECOVERYSTORM CHAMBER 16.2534 40.29 0.05 RECOVERYSTORM CHAMBER 16.5040 40.29 0.05 RECOVERYSTORM CHAMBER 16.7519 40.29 0.05 RECOVERYSTORM CHAMBER 17.0036 40.29 0.05 RECOVERYSTORM CHAMBER 17.2514 40.28 0.05 RECOVERYSTORM CHAMBER 17.5006 40.28 0.05 RECOVERYSTORM CHAMBER 17.7580 40.28 0.05 RECOVERYSTORM CHAMBER 18.0023 40.28 0.05 RECOVERYSTORM CHAMBER 18.2545 40.27 0.05 RECOVERYSTORM CHAMBER 18.5003 40.27 0.05 RECOVERYSTORM CHAMBER 18.7519 40.27 0.05 RECOVERYSTORM CHAMBER 19.0023 40.27 0.05 RECOVERYSTORM CHAMBER 19.2501 40.26 0.05 RECOVERYSTORM CHAMBER 19.5012 40.26 0.05 RECOVERYSTORM CHAMBER 19.7524 40.26 0.05 RECOVERYSTORM CHAMBER 20.0035 40.26 0.05 RECOVERYSTORM CHAMBER 20.2536 40.25 0.05 RECOVERYSTORM CHAMBER 20.5044 40.25 0.04 RECOVERYSTORM CHAMBER 20.7500 40.25 0.05 RECOVERYSTORM CHAMBER 21.0043 40.25 0.04 RECOVERYSTORM CHAMBER 21.2515 40.25 0.04 RECOVERYSTORM CHAMBER 21.5010 40.24 0.04 RECOVERYSTORM CHAMBER 21.7511 40.24 0.04 209 1D Nodes - Time Series 26 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 22.0003 40.24 0.04 RECOVERYSTORM CHAMBER 22.2548 40.24 0.04 RECOVERYSTORM CHAMBER 22.5027 40.24 0.04 RECOVERYSTORM CHAMBER 22.7568 40.23 0.04 RECOVERYSTORM CHAMBER 23.0025 40.23 0.04 RECOVERYSTORM CHAMBER 23.2534 40.23 0.04 RECOVERYSTORM CHAMBER 23.5040 40.23 0.04 RECOVERYSTORM CHAMBER 23.7501 40.22 0.04 RECOVERYSTORM CHAMBER 24.0009 40.22 0.04 RECOVERYSTORM CHAMBER 24.2516 40.22 0.04 RECOVERYSTORM CHAMBER 24.5016 40.22 0.04 RECOVERYSTORM CHAMBER 24.7532 40.22 0.04 RECOVERYSTORM CHAMBER 25.0002 40.21 0.04 RECOVERYSTORM CHAMBER 25.2506 40.21 0.04 RECOVERYSTORM CHAMBER 25.5037 40.21 0.04 RECOVERYSTORM CHAMBER 25.7531 40.21 0.04 RECOVERYSTORM CHAMBER 26.0063 40.21 0.04 RECOVERYSTORM CHAMBER 26.2590 40.20 0.04 RECOVERYSTORM CHAMBER 26.5071 40.20 0.04 RECOVERYSTORM CHAMBER 26.7543 40.20 0.04 RECOVERYSTORM CHAMBER 27.0066 40.20 0.04 RECOVERYSTORM CHAMBER 27.2529 40.20 0.04 RECOVERYSTORM CHAMBER 27.5005 40.20 0.04 RECOVERYSTORM CHAMBER 27.7509 40.19 0.04 RECOVERYSTORM CHAMBER 28.0058 40.19 0.04 RECOVERYSTORM CHAMBER 28.2501 40.19 0.04 RECOVERYSTORM CHAMBER 28.5018 40.19 0.04 RECOVERYSTORM CHAMBER 28.7551 40.19 0.04 RECOVERYSTORM CHAMBER 29.0017 40.18 0.04 RECOVERYSTORM CHAMBER 29.2553 40.18 0.03 RECOVERYSTORM CHAMBER 29.5062 40.18 0.03 RECOVERYSTORM CHAMBER 29.7509 40.18 0.04 RECOVERYSTORM CHAMBER 30.0084 40.18 0.04 RECOVERYSTORM CHAMBER 30.2504 40.18 0.03 RECOVERYSTORM CHAMBER 30.5069 40.17 0.03 RECOVERYSTORM CHAMBER 30.7572 40.17 0.03 RECOVERYSTORM CHAMBER 31.0048 40.17 0.03 RECOVERYSTORM CHAMBER 31.2509 40.17 0.03 RECOVERYSTORM CHAMBER 31.5063 40.17 0.03 RECOVERYSTORM CHAMBER 31.7513 40.17 0.03 RECOVERYSTORM CHAMBER 32.0009 40.16 0.03 RECOVERYSTORM CHAMBER 32.2502 40.16 0.03 210 1D Nodes - Time Series 27 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 32.5024 40.16 0.03 RECOVERYSTORM CHAMBER 32.7543 40.16 0.03 RECOVERYSTORM CHAMBER 33.0020 40.16 0.03 RECOVERYSTORM CHAMBER 33.2562 40.16 0.03 RECOVERYSTORM CHAMBER 33.5007 40.15 0.03 RECOVERYSTORM CHAMBER 33.7505 40.15 0.03 RECOVERYSTORM CHAMBER 34.0057 40.15 0.03 RECOVERYSTORM CHAMBER 34.2533 40.15 0.03 RECOVERYSTORM CHAMBER 34.5098 40.15 0.03 RECOVERYSTORM CHAMBER 34.7527 40.15 0.03 RECOVERYSTORM CHAMBER 35.0001 40.14 0.03 RECOVERYSTORM CHAMBER 35.2570 40.14 0.03 RECOVERYSTORM CHAMBER 35.5107 40.14 0.03 RECOVERYSTORM CHAMBER 35.7598 40.14 0.03 RECOVERYSTORM CHAMBER 36.0040 40.14 0.03 RECOVERYSTORM CHAMBER 36.2528 40.14 0.03 RECOVERYSTORM CHAMBER 36.5027 40.13 0.03 RECOVERYSTORM CHAMBER 36.7544 40.13 0.03 RECOVERYSTORM CHAMBER 37.0082 40.13 0.03 RECOVERYSTORM CHAMBER 37.2515 40.13 0.03 RECOVERYSTORM CHAMBER 37.5050 40.13 0.03 RECOVERYSTORM CHAMBER 37.7578 40.13 0.03 RECOVERYSTORM CHAMBER 38.0028 40.12 0.03 RECOVERYSTORM CHAMBER 38.2500 40.12 0.03 RECOVERYSTORM CHAMBER 38.5006 40.12 0.03 RECOVERYSTORM CHAMBER 38.7534 40.12 0.03 RECOVERYSTORM CHAMBER 39.0062 40.12 0.03 RECOVERYSTORM CHAMBER 39.2532 40.12 0.03 RECOVERYSTORM CHAMBER 39.5025 40.12 0.03 RECOVERYSTORM CHAMBER 39.7512 40.11 0.03 RECOVERYSTORM CHAMBER 40.0032 40.11 0.03 RECOVERYSTORM CHAMBER 40.2535 40.11 0.03 RECOVERYSTORM CHAMBER 40.5023 40.11 0.03 RECOVERYSTORM CHAMBER 40.7550 40.11 0.03 RECOVERYSTORM CHAMBER 41.0056 40.11 0.03 RECOVERYSTORM CHAMBER 41.2574 40.11 0.03 RECOVERYSTORM CHAMBER 41.5058 40.10 0.03 RECOVERYSTORM CHAMBER 41.7566 40.10 0.03 RECOVERYSTORM CHAMBER 42.0041 40.10 0.03 RECOVERYSTORM CHAMBER 42.2522 40.10 0.03 RECOVERYSTORM CHAMBER 42.5031 40.10 0.03 RECOVERYSTORM CHAMBER 42.7517 40.10 0.03 211 1D Nodes - Time Series 28 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 43.0011 40.10 0.03 RECOVERYSTORM CHAMBER 43.2573 40.09 0.03 RECOVERYSTORM CHAMBER 43.5045 40.09 0.03 RECOVERYSTORM CHAMBER 43.7549 40.09 0.03 RECOVERYSTORM CHAMBER 44.0022 40.09 0.03 RECOVERYSTORM CHAMBER 44.2506 40.09 0.03 RECOVERYSTORM CHAMBER 44.5054 40.09 0.03 RECOVERYSTORM CHAMBER 44.7505 40.09 0.03 RECOVERYSTORM CHAMBER 45.0072 40.08 0.03 RECOVERYSTORM CHAMBER 45.2520 40.08 0.03 RECOVERYSTORM CHAMBER 45.5009 40.08 0.03 RECOVERYSTORM CHAMBER 45.7538 40.08 0.03 RECOVERYSTORM CHAMBER 46.0015 40.08 0.02 RECOVERYSTORM CHAMBER 46.2502 40.08 0.02 RECOVERYSTORM CHAMBER 46.5029 40.08 0.02 RECOVERYSTORM CHAMBER 46.7508 40.07 0.02 RECOVERYSTORM CHAMBER 47.0005 40.07 0.02 RECOVERYSTORM CHAMBER 47.2537 40.07 0.02 RECOVERYSTORM CHAMBER 47.5043 40.07 0.02 RECOVERYSTORM CHAMBER 47.7561 40.07 0.02 RECOVERYSTORM CHAMBER 48.0094 40.07 0.02 RECOVERYSTORM CHAMBER 48.2507 40.07 0.02 RECOVERYSTORM CHAMBER 48.5043 40.06 0.02 RECOVERYSTORM CHAMBER 48.7500 40.06 0.02 RECOVERYSTORM CHAMBER 49.0008 40.06 0.02 RECOVERYSTORM CHAMBER 49.2513 40.06 0.02 RECOVERYSTORM CHAMBER 49.5033 40.06 0.02 RECOVERYSTORM CHAMBER 49.7518 40.06 0.02 RECOVERYSTORM CHAMBER 50.0039 40.06 0.02 RECOVERYSTORM CHAMBER 50.2533 40.05 0.02 RECOVERYSTORM CHAMBER 50.5023 40.05 0.02 RECOVERYSTORM CHAMBER 50.7528 40.05 0.02 RECOVERYSTORM CHAMBER 51.0020 40.05 0.02 RECOVERYSTORM CHAMBER 51.2547 40.05 0.02 RECOVERYSTORM CHAMBER 51.5020 40.05 0.02 RECOVERYSTORM CHAMBER 51.7504 40.05 0.02 RECOVERYSTORM CHAMBER 52.0024 40.04 0.02 RECOVERYSTORM CHAMBER 52.2537 40.04 0.02 RECOVERYSTORM CHAMBER 52.5045 40.04 0.02 RECOVERYSTORM CHAMBER 52.7526 40.04 0.02 RECOVERYSTORM CHAMBER 53.0059 40.04 0.02 RECOVERYSTORM CHAMBER 53.2521 40.04 0.02 212 1D Nodes - Time Series 29 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 53.5037 40.04 0.02 RECOVERYSTORM CHAMBER 53.7560 40.03 0.02 RECOVERYSTORM CHAMBER 54.0015 40.03 0.02 RECOVERYSTORM CHAMBER 54.2523 40.03 0.02 RECOVERYSTORM CHAMBER 54.5007 40.03 0.02 RECOVERYSTORM CHAMBER 54.7511 40.03 0.02 RECOVERYSTORM CHAMBER 55.0066 40.03 0.02 RECOVERYSTORM CHAMBER 55.2511 40.02 0.02 RECOVERYSTORM CHAMBER 55.5018 40.02 0.02 RECOVERYSTORM CHAMBER 55.7546 40.02 0.02 RECOVERYSTORM CHAMBER 56.0049 40.02 0.02 RECOVERYSTORM CHAMBER 56.2505 40.02 0.02 RECOVERYSTORM CHAMBER 56.5047 40.02 0.02 RECOVERYSTORM CHAMBER 56.7556 40.01 0.02 RECOVERYSTORM CHAMBER 57.0017 40.01 0.02 RECOVERYSTORM CHAMBER 57.2509 40.01 0.02 RECOVERYSTORM CHAMBER 57.5000 40.01 0.02 RECOVERYSTORM CHAMBER 57.7510 40.01 0.02 RECOVERYSTORM CHAMBER 58.0043 40.01 0.02 RECOVERYSTORM CHAMBER 58.2516 40.00 0.02 RECOVERYSTORM CHAMBER 58.5070 40.00 0.02 RECOVERYSTORM CHAMBER 58.7510 40.00 0.02 RECOVERYSTORM CHAMBER 59.0039 40.00 0.02 RECOVERYSTORM CHAMBER 59.2515 40.00 0.02 RECOVERYSTORM CHAMBER 59.5012 40.00 0.02 RECOVERYSTORM CHAMBER 59.7567 39.99 0.02 RECOVERYSTORM CHAMBER 60.0038 39.99 0.02 RECOVERYSTORM CHAMBER 60.2557 39.99 0.02 RECOVERYSTORM CHAMBER 60.5019 39.99 0.02 RECOVERYSTORM CHAMBER 60.7551 39.99 0.02 RECOVERYSTORM CHAMBER 61.0023 39.99 0.02 RECOVERYSTORM CHAMBER 61.2552 39.98 0.02 RECOVERYSTORM CHAMBER 61.5026 39.98 0.02 RECOVERYSTORM CHAMBER 61.7544 39.98 0.02 RECOVERYSTORM CHAMBER 62.0015 39.98 0.02 RECOVERYSTORM CHAMBER 62.2534 39.98 0.02 RECOVERYSTORM CHAMBER 62.5025 39.97 0.02 RECOVERYSTORM CHAMBER 62.7537 39.97 0.02 RECOVERYSTORM CHAMBER 63.0021 39.97 0.02 RECOVERYSTORM CHAMBER 63.2546 39.97 0.02 RECOVERYSTORM CHAMBER 63.5039 39.97 0.02 RECOVERYSTORM CHAMBER 63.7504 39.97 0.02 213 1D Nodes - Time Series 30 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 64.0005 39.96 0.02 RECOVERYSTORM CHAMBER 64.2520 39.96 0.02 RECOVERYSTORM CHAMBER 64.5042 39.96 0.02 RECOVERYSTORM CHAMBER 64.7517 39.96 0.02 RECOVERYSTORM CHAMBER 65.0050 39.96 0.02 RECOVERYSTORM CHAMBER 65.2576 39.95 0.02 RECOVERYSTORM CHAMBER 65.5005 39.95 0.02 RECOVERYSTORM CHAMBER 65.7530 39.95 0.02 RECOVERYSTORM CHAMBER 66.0037 39.95 0.02 RECOVERYSTORM CHAMBER 66.2567 39.95 0.02 RECOVERYSTORM CHAMBER 66.5031 39.95 0.02 RECOVERYSTORM CHAMBER 66.7552 39.94 0.02 RECOVERYSTORM CHAMBER 67.0034 39.94 0.02 RECOVERYSTORM CHAMBER 67.2515 39.94 0.02 RECOVERYSTORM CHAMBER 67.5013 39.94 0.02 RECOVERYSTORM CHAMBER 67.7505 39.94 0.02 RECOVERYSTORM CHAMBER 68.0044 39.93 0.02 RECOVERYSTORM CHAMBER 68.2517 39.93 0.01 RECOVERYSTORM CHAMBER 68.5040 39.93 0.01 RECOVERYSTORM CHAMBER 68.7553 39.93 0.01 RECOVERYSTORM CHAMBER 69.0061 39.93 0.01 RECOVERYSTORM CHAMBER 69.2535 39.93 0.01 RECOVERYSTORM CHAMBER 69.5009 39.92 0.01 RECOVERYSTORM CHAMBER 69.7577 39.92 0.02 RECOVERYSTORM CHAMBER 70.0009 39.92 0.01 RECOVERYSTORM CHAMBER 70.2528 39.92 0.01 RECOVERYSTORM CHAMBER 70.5051 39.92 0.01 RECOVERYSTORM CHAMBER 70.7525 39.92 0.01 RECOVERYSTORM CHAMBER 71.0003 39.91 0.01 RECOVERYSTORM CHAMBER 71.2550 39.91 0.01 RECOVERYSTORM CHAMBER 71.5005 39.91 0.01 RECOVERYSTORM CHAMBER 71.7556 39.91 0.01 RECOVERYSTORM CHAMBER 72.0006 39.91 0.02 RECOVERYSTORM CHAMBER 72.2524 39.91 0.01 RECOVERYSTORM CHAMBER 72.5040 39.90 0.01 RECOVERYSTORM CHAMBER 72.7569 39.90 0.01 RECOVERYSTORM CHAMBER 73.0019 39.90 0.01 RECOVERYSTORM CHAMBER 73.2550 39.90 0.00 RECOVERYSTORM CHAMBER 73.5028 39.90 0.00 RECOVERYSTORM CHAMBER 73.7513 39.90 0.00 RECOVERYSTORM CHAMBER 74.0023 39.90 0.00 RECOVERYSTORM CHAMBER 74.2544 39.90 0.00 214 1D Nodes - Time Series 31 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 74.5030 39.90 0.00 RECOVERYSTORM CHAMBER 74.7535 39.90 0.00 RECOVERYSTORM CHAMBER 75.0004 39.90 0.00 RECOVERYSTORM CHAMBER 75.2524 39.90 0.00 RECOVERYSTORM CHAMBER 75.5008 39.90 0.00 RECOVERYSTORM CHAMBER 75.7504 39.90 0.00 RECOVERYSTORM CHAMBER 76.0014 39.90 0.00 RECOVERYSTORM CHAMBER 76.2518 39.90 0.00 RECOVERYSTORM CHAMBER 76.5020 39.90 0.00 RECOVERYSTORM CHAMBER 76.7537 39.90 0.00 RECOVERYSTORM CHAMBER 77.0008 39.90 0.00 RECOVERYSTORM CHAMBER 77.2541 39.90 0.00 RECOVERYSTORM CHAMBER 77.5012 39.90 0.00 RECOVERYSTORM CHAMBER 77.7542 39.90 0.00 RECOVERYSTORM CHAMBER 78.0023 39.90 0.00 RECOVERYSTORM CHAMBER 78.2543 39.90 0.00 RECOVERYSTORM CHAMBER 78.5023 39.90 0.00 RECOVERYSTORM CHAMBER 78.7542 39.90 0.00 RECOVERYSTORM CHAMBER 79.0074 39.90 0.00 RECOVERYSTORM CHAMBER 79.2532 39.90 0.00 RECOVERYSTORM CHAMBER 79.5023 39.90 0.00 RECOVERYSTORM CHAMBER 79.7506 39.90 0.00 RECOVERYSTORM CHAMBER 80.0040 39.90 0.00 RECOVERYSTORM CHAMBER 80.2560 39.90 0.00 RECOVERYSTORM CHAMBER 80.5008 39.90 0.00 RECOVERYSTORM CHAMBER 80.7520 39.90 0.00 RECOVERYSTORM CHAMBER 81.0017 39.90 0.00 RECOVERYSTORM CHAMBER 81.2505 39.90 0.00 RECOVERYSTORM CHAMBER 81.5049 39.90 0.00 RECOVERYSTORM CHAMBER 81.7509 39.90 0.00 RECOVERYSTORM CHAMBER 82.0030 39.90 0.00 RECOVERYSTORM CHAMBER 82.2517 39.90 0.00 RECOVERYSTORM CHAMBER 82.5032 39.90 0.00 RECOVERYSTORM CHAMBER 82.7524 39.90 0.00 RECOVERYSTORM CHAMBER 83.0022 39.90 0.00 RECOVERYSTORM CHAMBER 83.2567 39.90 0.00 RECOVERYSTORM CHAMBER 83.5039 39.90 0.00 RECOVERYSTORM CHAMBER 83.7512 39.90 0.00 RECOVERYSTORM CHAMBER 84.0025 39.90 0.00 RECOVERYSTORM CHAMBER 84.2505 39.90 0.00 RECOVERYSTORM CHAMBER 84.5068 39.90 0.00 RECOVERYSTORM CHAMBER 84.7530 39.90 0.00 215 1D Nodes - Time Series 32 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 85.0002 39.90 0.00 RECOVERYSTORM CHAMBER 85.2513 39.90 0.00 RECOVERYSTORM CHAMBER 85.5037 39.90 0.00 RECOVERYSTORM CHAMBER 85.7535 39.90 0.00 RECOVERYSTORM CHAMBER 86.0072 39.90 0.00 RECOVERYSTORM CHAMBER 86.2505 39.90 0.00 RECOVERYSTORM CHAMBER 86.5037 39.90 0.00 RECOVERYSTORM CHAMBER 86.7509 39.90 0.00 RECOVERYSTORM CHAMBER 87.0052 39.90 0.00 RECOVERYSTORM CHAMBER 87.2544 39.90 0.00 RECOVERYSTORM CHAMBER 87.5039 39.90 0.00 RECOVERYSTORM CHAMBER 87.7541 39.90 0.00 RECOVERYSTORM CHAMBER 88.0016 39.90 0.00 RECOVERYSTORM CHAMBER 88.2507 39.90 0.00 RECOVERYSTORM CHAMBER 88.5063 39.90 0.00 RECOVERYSTORM CHAMBER 88.7509 39.90 0.00 RECOVERYSTORM CHAMBER 89.0012 39.90 0.00 RECOVERYSTORM CHAMBER 89.2513 39.90 0.00 RECOVERYSTORM CHAMBER 89.5038 39.90 0.00 RECOVERYSTORM CHAMBER 89.7513 39.90 0.00 RECOVERYSTORM CHAMBER 90.0035 39.90 0.00 RECOVERYSTORM CHAMBER 90.2503 39.90 0.00 RECOVERYSTORM CHAMBER 90.5014 39.90 0.00 RECOVERYSTORM CHAMBER 90.7530 39.90 0.00 RECOVERYSTORM CHAMBER 91.0033 39.90 0.00 RECOVERYSTORM CHAMBER 91.2538 39.90 0.00 RECOVERYSTORM CHAMBER 91.5048 39.90 0.00 RECOVERYSTORM CHAMBER 91.7518 39.90 0.00 RECOVERYSTORM CHAMBER 92.0053 39.90 0.00 RECOVERYSTORM CHAMBER 92.2524 39.90 0.00 RECOVERYSTORM CHAMBER 92.5013 39.90 0.00 RECOVERYSTORM CHAMBER 92.7537 39.90 0.00 RECOVERYSTORM CHAMBER 93.0072 39.90 0.00 RECOVERYSTORM CHAMBER 93.2535 39.90 0.00 RECOVERYSTORM CHAMBER 93.5063 39.90 0.00 RECOVERYSTORM CHAMBER 93.7509 39.90 0.00 RECOVERYSTORM CHAMBER 94.0010 39.90 0.00 RECOVERYSTORM CHAMBER 94.2560 39.90 0.00 RECOVERYSTORM CHAMBER 94.5104 39.90 0.00 RECOVERYSTORM CHAMBER 94.7507 39.90 0.00 RECOVERYSTORM CHAMBER 95.0011 39.90 0.00 RECOVERYSTORM CHAMBER 95.2523 39.90 0.00 216 1D Nodes - Time Series 33 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 95.5059 39.90 0.00 RECOVERYSTORM CHAMBER 95.7536 39.90 0.00 RECOVERYSTORM CHAMBER 96.0022 39.90 0.00 RECOVERYSTORM CHAMBER 96.2528 39.90 0.00 RECOVERYSTORM CHAMBER 96.5046 39.90 0.00 RECOVERYSTORM CHAMBER 96.7522 39.90 0.00 RECOVERYSTORM CHAMBER 97.0013 39.90 0.00 RECOVERYSTORM CHAMBER 97.2554 39.90 0.00 RECOVERYSTORM CHAMBER 97.5027 39.90 0.00 RECOVERYSTORM CHAMBER 97.7534 39.90 0.00 RECOVERYSTORM CHAMBER 98.0035 39.90 0.00 RECOVERYSTORM CHAMBER 98.2517 39.90 0.00 RECOVERYSTORM CHAMBER 98.5008 39.90 0.00 RECOVERYSTORM CHAMBER 98.7501 39.90 0.00 RECOVERYSTORM CHAMBER 99.0024 39.90 0.00 RECOVERYSTORM CHAMBER 99.2526 39.90 0.00 RECOVERYSTORM CHAMBER 99.5063 39.90 0.00 RECOVERYSTORM CHAMBER 99.7535 39.90 0.00 RECOVERYSTORM CHAMBER 100.0025 39.90 0.00 RECOVERYSTORM CHAMBER 100.2548 39.90 0.00 RECOVERYSTORM CHAMBER 100.5041 39.90 0.00 RECOVERYSTORM CHAMBER 100.7520 39.90 0.00 RECOVERYSTORM CHAMBER 101.0065 39.90 0.00 RECOVERYSTORM CHAMBER 101.2569 39.90 0.00 RECOVERYSTORM CHAMBER 101.5038 39.90 0.00 RECOVERYSTORM CHAMBER 101.7506 39.90 0.00 RECOVERYSTORM CHAMBER 102.0030 39.90 0.00 RECOVERYSTORM CHAMBER 102.2542 39.90 0.00 RECOVERYSTORM CHAMBER 102.5014 39.90 0.00 RECOVERYSTORM CHAMBER 102.7540 39.90 0.00 RECOVERYSTORM CHAMBER 103.0040 39.90 0.00 RECOVERYSTORM CHAMBER 103.2558 39.90 0.00 RECOVERYSTORM CHAMBER 103.5028 39.90 0.00 RECOVERYSTORM CHAMBER 103.7512 39.90 0.00 RECOVERYSTORM CHAMBER 104.0032 39.90 0.00 RECOVERYSTORM CHAMBER 104.2503 39.90 0.00 RECOVERYSTORM CHAMBER 104.5050 39.90 0.00 RECOVERYSTORM CHAMBER 104.7545 39.90 0.00 RECOVERYSTORM CHAMBER 105.0016 39.90 0.00 RECOVERYSTORM CHAMBER 105.2542 39.90 0.00 RECOVERYSTORM CHAMBER 105.5022 39.90 0.00 RECOVERYSTORM CHAMBER 105.7528 39.90 0.00 217 1D Nodes - Time Series 34 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 106.0002 39.90 0.00 RECOVERYSTORM CHAMBER 106.2539 39.90 0.00 RECOVERYSTORM CHAMBER 106.5039 39.90 0.00 RECOVERYSTORM CHAMBER 106.7527 39.90 0.00 RECOVERYSTORM CHAMBER 107.0019 39.90 0.00 RECOVERYSTORM CHAMBER 107.2509 39.90 0.00 RECOVERYSTORM CHAMBER 107.5039 39.90 0.00 RECOVERYSTORM CHAMBER 107.7551 39.90 0.00 RECOVERYSTORM CHAMBER 108.0038 39.90 0.00 RECOVERYSTORM CHAMBER 108.2512 39.90 0.00 RECOVERYSTORM CHAMBER 108.5008 39.90 0.00 RECOVERYSTORM CHAMBER 108.7522 39.90 0.00 RECOVERYSTORM CHAMBER 109.0028 39.90 0.00 RECOVERYSTORM CHAMBER 109.2554 39.90 0.00 RECOVERYSTORM CHAMBER 109.5006 39.90 0.00 RECOVERYSTORM CHAMBER 109.7517 39.90 0.00 RECOVERYSTORM CHAMBER 110.0054 39.90 0.00 RECOVERYSTORM CHAMBER 110.2503 39.90 0.00 RECOVERYSTORM CHAMBER 110.5041 39.90 0.00 RECOVERYSTORM CHAMBER 110.7525 39.90 0.00 RECOVERYSTORM CHAMBER 111.0005 39.90 0.00 RECOVERYSTORM CHAMBER 111.2532 39.90 0.00 RECOVERYSTORM CHAMBER 111.5013 39.90 0.00 RECOVERYSTORM CHAMBER 111.7517 39.90 0.00 RECOVERYSTORM CHAMBER 112.0020 39.90 0.00 RECOVERYSTORM CHAMBER 112.2582 39.90 0.00 RECOVERYSTORM CHAMBER 112.5021 39.90 0.00 RECOVERYSTORM CHAMBER 112.7529 39.90 0.00 RECOVERYSTORM CHAMBER 113.0010 39.90 0.00 RECOVERYSTORM CHAMBER 113.2528 39.90 0.00 RECOVERYSTORM CHAMBER 113.5022 39.90 0.00 RECOVERYSTORM CHAMBER 113.7533 39.90 0.00 RECOVERYSTORM CHAMBER 114.0009 39.90 0.00 RECOVERYSTORM CHAMBER 114.2504 39.90 0.00 RECOVERYSTORM CHAMBER 114.5017 39.90 0.00 RECOVERYSTORM CHAMBER 114.7507 39.90 0.00 RECOVERYSTORM CHAMBER 115.0046 39.90 0.00 RECOVERYSTORM CHAMBER 115.2512 39.90 0.00 RECOVERYSTORM CHAMBER 115.5036 39.90 0.00 RECOVERYSTORM CHAMBER 115.7533 39.90 0.00 RECOVERYSTORM CHAMBER 116.0057 39.90 0.00 RECOVERYSTORM CHAMBER 116.2516 39.90 0.00 218 1D Nodes - Time Series 35 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 116.5025 39.90 0.00 RECOVERYSTORM CHAMBER 116.7520 39.90 0.00 RECOVERYSTORM CHAMBER 117.0059 39.90 0.00 RECOVERYSTORM CHAMBER 117.2547 39.90 0.00 RECOVERYSTORM CHAMBER 117.5003 39.90 0.00 RECOVERYSTORM CHAMBER 117.7521 39.90 0.00 RECOVERYSTORM CHAMBER 118.0021 39.90 0.00 RECOVERYSTORM CHAMBER 118.2516 39.90 0.00 RECOVERYSTORM CHAMBER 118.5029 39.90 0.00 RECOVERYSTORM CHAMBER 118.7567 39.90 0.00 RECOVERYSTORM CHAMBER 119.0054 39.90 0.00 RECOVERYSTORM CHAMBER 119.2505 39.90 0.00 RECOVERYSTORM CHAMBER 119.5013 39.90 0.00 RECOVERYSTORM CHAMBER 119.7546 39.90 0.00 RECOVERYSTORM CHAMBER 120.0011 39.90 0.00 219 PROJECT:Sutton Crossings PROJECT #:FLA240162.00 K Value Calculations Pond 1 42.30 40.00 40.00 34.00 LTotal is the total perimeter LWalled is the total perimeter LUnwalled is the total perimeter LTotal (Ft)480 LTotal (Ft)480 LUnwalled (Ft)0 LUnwalled (Ft)0 LWalled (Ft)480 LWalled (Ft)480 h1 (Ft)8.30 h1 (Ft)8.3 h2 (Ft)6 h2 (Ft)6 kh (Ft/day)22.5 kv (Ft/day)14 kavg (Ft/day)16.27 kavg (Ft/day)10.12 220 PROJECT:Sutton Crossings PROJECT #:FLA240162.00 K Value Calculations Basin 1 42.30 40.00 40.00 36.00 LTotal is the total perimeter LWalled is the total perimeter LUnwalled is the total perimeter LTotal (Ft)277 LTotal (Ft)277 LUnwalled (Ft)0 LUnwalled (Ft)0 LWalled (Ft)277 LWalled (Ft)277 h1 (Ft)6.30 h1 (Ft)6.3 h2 (Ft)4 h2 (Ft)4 kh (Ft/day)22.5 kv (Ft/day)14 kavg (Ft/day)14.29 kavg (Ft/day)8.89 221 201 Basque Road St. Augustine, FL 32080 Tel. (904) 347-9133 Fax (904) 512-0459 www.atlanticeco.com October 19, 2022 EQX-HRP Winter Springs, LLC Attn: Ryan P. Stahl 630 S. Maitland Avenue, Suite 100 Maitland, FL 32751 RE: Tuskawilla/434 Development Seminole County, FL AES #22-056 Dear Mr. Stahl, Atlantic Ecological Services, LLC (AES) visited the Tuscawilla/434 Development Property for the purposes of conducting a review for the presence of protected species based on direct and indirect observations, as well as to determine potential for occurrence of protected species based on suitable habitat. The site assessment was conducted on April 5, 2022. The property is located on State Road 434 in Winter Springs, Florida and is approximately 5.88 acres in total size. The Seminole County Parcel ID #’s are 26-20-30-5AR-0A00-008D, 01-21-30-501- 0000-0010, and 26-20-30-5AR-0A00-00. The subject property is located in Section 6, Township 21 South, Range 31 East in Seminole County, Florida. Please see the attached Location and Aerial Maps. During the field review of the subject property AES also assessed the Right-of- Way (ROW) areas found traversing between the parcels which are included as a part of this report and findings. Please note those areas found on the Aerial Map. This general area is known to be occupied by the protected gopher tortoise (Gopherus polyphemus) and bald eagle (Haliaeetus l. leucocephalus). The proposed project is to construct commercial buildings. Prior to construction a gopher tortoise survey is required by Seminole County and the Florida Fish & Wildlife Conservation Commission (FWC). The results are documented within this letter report. Mr. Jacob Doyle of AES performed the protected species review on the subject property. Mr. Doyle currently holds certification from the FWC as an Authorized Gopher Tortoise Agent under permit #GTA-21-00052. 222 Tuscawilla/434 Development Protected Species Assessment Page 2 of 7 October 19, 2022 METHODS Habitat Mapping Each community and land use area was categorized according to the Florida Department of Transportation’s (FDOT) 1999 Florida Land Use, Cover and Forms Classification System (FLUCCS). The boundaries of each FLUCCS code were delineated based on vegetative composition, soil characteristics, topography, and aerial interpretation. See the Results Section below for a description of the habitats found. Please also see the attached Habitat Map depicting the findings. Protected Species Review Prior to visiting the site, a background literature search was conducted to compile a list of state and federally protected animal and plant species that could occur on-site. The three primary sources of literature reviewed include the Florida Fish and Wildlife Conservation Commission’s (FWC) Florida’s Endangered Species, Threatened Species, And Species of Special Concern, the United States Fish and Wildlife Service’s (USFWS) Threatened and Endangered Species System (TESS) database, and the Florida Department of Agriculture and Consumer Services (FDACS), Division of Plant Industry’s (DPI) Notes on Florida’s Endangered and Threatened Plants. Additional information was gathered from the Florida Natural Areas Inventory (FNAI) Field Guides to the Rare Animals/Plants of Florida, and the Florida Committee on Rare and Endangered Plants and Animals (FCREPA) Rare and Endangered Biota of Florida: Volumes 1- 5, and the FWC’s Eagle Nest Locator web site were also reviewed to obtain location data recorded by others for those species. RESULTS Habitats Uplands Pine-Mesic Oak (FLUCCS 414) – The majority of the property exists as pine-mesic oak (hammock) habitat. The predominate canopy consists of sweetgum (Liquidambar styraciflua), slash pine (Pinus elliotii), longleaf pine (Pinus palustris), laurel oak (Quercus laurifolia), and live oak (Quercus virginiana), with scattered southern magnolia (Magnolia grandiflora) and sabal palm (Sabal palmetto). The predominate understory exists as grapevine (Vitis rotundifolia), saw palmetto (Serenoa repens), bracken fern (Pteridium sp.), Caesar weed (Urena lobata), with scattered beggartick (Bidens alba) and American beautyberry (Callicarpa americana). Open Land (FLUCCS 190) – There is a strip of open land bisecting the eastern parcel. The predominate vegetation of the open land is bahia grass (Paspalum notatum), grape vine, and broom sedge (Andropogon sp.). 223 Tuscawilla/434 Development Protected Species Assessment Page 3 of 7 October 19, 2022 Wildlife Observations Wildlife observations, both direct and indirect, were made throughout the course of the site investigation. A list of species observed is provided in the following table: Table 1: Wildlife species observed on the project site in Seminole County, Florida. Taxon Common Name Scientific Name Protected* Birds Ground dove Great horned owl Black vulture Columbina passerine Bubo virginianus Coragyps atratus No No No Reptiles Southern black racer Brown anole Coluber constrictor priapus Anolis sagrei No No Mammals Eastern grey squirrel Sciurus carolinensis No Protected Species A 100% gopher tortoise (Gopherus polyphemus) survey was conducted on April 5, 2022, in accordance with the techniques outlined in the publication, Ecology and Habitat Protection Needs of Gopher Tortoise (Gopherus polyphemus) Populations Found on Lands Slated for Development in Florida. No gopher tortoise burrows were identified. Gopher tortoise surveys are valid for a period of 90 days. An updated 100% gopher tortoise burrow survey will be required. The FWC’s Eagle Nest Locator website and Audubon Florida EagleWatch Public Nest App were both queried for data regarding documented southern bald eagle nests in the project vicinity. The southern bald eagle (Haliaeetus leucocephalus) is protected under the Bald and Golden Eagle Protection Act. Development guidelines are required for any proposed project with 330 feet for urban areas and 660 feet for non-urban areas. A southern bald eagle nest (SE 096) is located in the northeast portion of the property. At time of field visit the nest had been occupied/overtaken by a breeding pair of great horned owls. Please see the attached photos of the nest and the breeding pair of great horned owls next to the abandoned eagle nest. Data from the Audubon Florida EagleWatch Public Nest App document this nest as active for the 2021 nesting season. No data for the 2022 nesting season has been posted to date, therefore AES was unable to determine if this nest was active for the 2022 nesting season and the juveniles had already fledged prior to our April 5, 2022 site visit. The nesting pair also has a documented alternate nest (SE 096a) located approximately 1,350 feet to the north. AES scoped this nest and did not identify any juveniles in the nest, and did not see adult bald eagles on or near the nest tree. 224 Tuscawilla/434 Development Protected Species Assessment Page 4 of 7 October 19, 2022 Southern Bald Eagle nests require an Incidental Take Permitting (ITP) through the U.S. Fish and Wildlife Service (FWS) for any impacts within the 330’ and/or 660’ protection zones for any nest that has been documented as active within 5 years. Since this nest was documented as active in the 2021 nesting season any construction within the 330’ foot protection zone would require an ITP for disturbance. The nest tree could also be permitted for removal through a Take Permit for nest removal through FWS. Generally, if you apply for a 5-year or less disturbance permit, and leave a buffer consistent with the closest existing development activities found near the nest, then mitigation will not be required. If you apply of a take permit of the nest then mitigation will be required. Due to the close proximity of existing urban development to the nest, it is anticipated FWS would issue a disturbance ITP for this nest as long as construction and monitoring guidelines are adhered to. If a nest take permit is required, then mitigation could be coordinated with the Eagle In-lieu Fee Program. Multiple other documented southern bald eagle nests are located in the vicinity (all utilizing Lake Jesup for foraging) but are greater than 660 feet away from the subject property. No other protected flora or fauna species are expected to inhabit the subject property. CONCLUSION Atlantic Ecological Services, LLC conducted a site review on the Tuscawilla/434 Development Property for the purposes of determining the presence of and/or potential presence of state and federally protected wildlife and plant species. The subject property consisted of uplands. A 100% gopher tortoise survey was completed within the project area on April 5, 2022. No potentially occupied gopher tortoise burrows were identified during the survey. An updated 100% gopher tortoise burrow survey will be required prior to construction of the property. A documented southern bald eagle nest (SE 096) is located on the property. The nest was documented as active in the 2021 nesting season. AES did not document nesting activity for the 2022 season. A pair of great horned owls were documented on the nest tree. Due to the urban nature of this nest, and active use within 5 years, a 330’ protection zone will be required. If the protection zone cannot be adhered to then permitting through the U.S. Fish and Wildlife Service will be required before any construction activities could occur. No other protected flora or fauna species are anticipated to be impacted by development of the subject property. 225 Tuscawilla/434 Development Protected Species Assessment Page 5 of 7 October 19, 2022 Should you have any questions or concerns please feel free to contact me at (904) 347- 9133 or jody@atlanticeco.com. Sincerely, Jody N. Sisk Senior Ecologist Enclosures 226 Tuscawilla/434 Development Protected Species Assessment Page 6 of 7 October 19, 2022 Technical Literature References Chafin, L.G. 2000. Field Guide to the Rare Animals of Florida. Florida Natural Areas Inventory, Tallahassee, Florida. Coile, Nancy C. 1998. Notes of Florida’s Endangered and Threatened Plants. (Rule 5B- 40 Florida’s Regulated Plant Index), Botany Contribution 38, 2nd Ed. Florida Department of Agriculture and Consumer Services, Division of Plant Industry, Gaineville, Florida. 119 pp. Cox, Jeffrey. A. 1987 Status and Distribution of the Florida Scrub-Jay. Florida Ornithological Society. Special Publication No. 3, Gainesville, Florida 110 pp. Cox, James, D. Inkley, R. Kautz. 1987. Ecology and Habitat Protection Needs of Gopher Tortoise (Gopherus polyphemus) Populations Found on Lands Slated for Large-Scale Development in Florida. Florida Game and Freshwater Fish Commission, Nongame Wildlife Program. Technical Report No. 4. Tallahassee, Florida. 69 pp. Deyrup, Mark, Franz, Richard 1994. Rare and Endangered Biota of Florida, Volume IV Invertebrates. Special Committee on Invertebrates, Florida Committee on Rare and Endangered Plants and Animals. Division of Endangered Species. Threatened and Endangered Species System. Web Page Address: http://ecos.fws.gov/tess_public/TESSWebpage. United States Fish and Wildlife Service, Denver, Colorado. Environmental Laboratory, Wetlands Research Program. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1. Department of the Army, Vicksburg, Mississippi. Florida Fish and Wildlife Conservation Commission. 2004. Florida’s Endangered Species, Threatened Species, and Species of Special Concern. Web Page Address: http://www.wildflorida.org/imperiled/pdf/Endangered-Threatened-Special-Concern-2004.pdf. Florida Fish and Wildlife Conservation Commission. Gilbert, Carter R., 1992. Rare and Endangered Biota of Florida, Volume II Fishes. Special Committee on Fishes, Florida Committee on Rare and Endangered Plants and Animals. Gilbert, K.M., J.D. Tobe, R.W. Cantrell, M.E. Sweeley, J.R. Cooper. 1995. The Florida Wetlands Delineation Manual. Florida Department of Environmental Protection, South Florida Water Management District, St. Johns River Water Management District, Suwannee River Water Management District, Southwest Florida Water Management District, and Northwest Florida Water Management District. 198 pp. Hipes, D. D.R. Jackson, K. NeSmith, D. Printiss, K. Brandt. 2001. Field Guide to the Rare Animals of Florida. Florida Natural Areas Inventory, Tallahassee, Florida. 227 Tuscawilla/434 Development Protected Species Assessment Page 7 of 7 October 19, 2022 Humphrey, Stephen R., 1992. Rare and Endangered Biota of Florida, Volume I. Mammals. Special Committee on Mammals, Florida Committee on Rare and Endangered Plants and Animals. Moler, Paul E., 1992. Rare and Endangered Biota of Florida, Volume III Amphibians and Reptiles. Special Committee on Amphibians and Reptiles Florida Committee on Rare and Endangered Plants and Animals. Natural Resource Conservation Service (Soil Conservation Service at time of publication). Circa 1986. Soil Survey of Seminole County, Florida. United States Department of Agriculture. Rogers, James A. Jr., Kale, Herbert W. III, Smith, Henry T. 1996. Rare and Endangered Biota of Florida Volume V. Birds. Special Committee on Birds Florida Committee on Rare and Endangered Plants and Animals. Surveying and Mapping Office, Thematic Mapping Section. Department of Transportation. 1999. Florida Land Use, Cover and Forms Classification System 3rd ed. State of Florida, Department of Administration. 81 pp. Wunderlin, Richard P. 1998. Guide to the Vascular Plants of Florida. University Press of Florida. 804 pp. Wunderlin, R. P., and B. F. Hansen. 2004. Atlas of Florida Vascular Plants (http://www.plantatlas.usf.edu/).[S. M. Landry and K. N. Campbell (application development), Florida Center for Community Design and Research.] Institute for Systematic Botany, University of South Florida, Tampa. 228 Location MapTuskawilla/434 Development Property Seminole County, Florida03,0001,500FeetEImage Source: ESRI 2020Date: 4-6-22WWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080^_^_Latitude: 28° 41' 41.987"NLongitude: 81° 15' 42.746"WSection 6Township 21 SouthRange 31 East229 Aerial MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220200100FeetEParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\aerial.mxd230 Topographic MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220500250FeetEParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\topo.mxd231 Soil MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220200100FeetEParcelSoil24 -Paola-St. Lucie sands27 - Pomello fine sand31 - Tavares-Millhopper fine sandsWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\soil.mxd232 Habitat MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220200100FeetEParcelHabitat190 - Open Land - 0.17 ac.414 - Pine-Mesic Oak - 5.71 ac.WWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\habitat.mxd233 Former Bald Eagle NestTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 4-6-220200100FeetEParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\aerial eagle nest.mxdFormer Bald Eagle NestOccupied by Great Horned Owlsat time of inspection234 !(Eagle Nest MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 4-6-220600300FeetE!(Eagle NestParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\aerial eagle nest 2.mxdSE096ANest Status 2021: This Nest wasInactive for the 2021 Season.Alternate Nest: Nest is not currently in use;pair also has alternate nest location(s)SE096ANest Status 2021: This Nest was Inactive for the 2021 Season. Alternate Nest: Nest is not currently in use; pair also has alternate nest location(s) SE003Nest Status 2021: This Nest was Unknown for the 2021 Season.Alternate Nest: Pair has no alternate nest(s) SE096Former Bald Eagle NestOccupied by Great Horned Owlsat time of inspection235 !(Eagle Nest Buffer MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 4-6-220200100FeetE!(Eagle NestEagle Nest BufferParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\nest buffers.mxd660'330'236 Photo Documentation Tuskawilla/434 Development Property Location: Eagle Nest and Great Horned Owls Date: April 5, 2022 237 Photo Documentation Tuskawilla/434 Development Property Location: Eagle Nest Date: April 5, 2022 Location: Eagle Nest Date: April 5, 2022 238 239 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 2 Based upon review of the topographic survey prepared by Republic National (dated 08-18-20), ground elevations within the study area are relatively flat. The elevations vary from approximately+45 feet NAVD88 along the western site boundary (formed by Tuskawilla Rd) and gently slope to approximate elevation +42 feet NAVD88 along the eastern site boundary. Ground elevation contours are included on the Location Plan on Figure 1. At the time of our field investigation, the majority of the site featured relatively dense trees with dense under-brush. Photographs of the noted site conditions (at the time of our field work) were obtained and are recorded in our project file. 1.3 Proposed Site Improvements Based upon the site plan provided by you, we understand that the site development will include several commercial/retail type buildings with attendant roadway areas and a stormwater management system. Conceptually, we understand that the stormwater management system may include below grade exfiltration galleries. The proposed site layout is included on the Location Plan on Figure 1. 2.0 FIELD INVESTIGATION AND LABORATORY TESTING 2.1 Field Investigation 2.1.1 Auger Borings: The field investigation consisted of performing ten (10) auger borings to depths varying from approximately 10.0 to 15.0 feet. The approximate location of each boring is presented on the Location Plan on Figure 1 and are labeled RB-1 through RB-5; TB-1 through TB-3; PB-1 and PB-2. As you are aware, the initial boring locations were selected by you. Thereafter, the boring locations were marked in the field using handheld GPS devices and measuring from existing on-site landmarks. Upon completion of the field work and with the exception of boring RB-1, the boring locations and elevations were determined by the Project Surveyor. 2.2 Laboratory Testing 2.2.1 Index Property Testing: Representative samples from each soil layer encountered at each auger boring location were sealed in air-tight containers in the field to prevent moisture loss and returned to our laboratory for examination by a Geotechnical Engineer. Representative samples were tested for their index properties to aid in soil classification. Laboratory tests performed included natural moisture content, organic content and percent passing the U.S. No. 200 Sieve. The results of the laboratory testing performed as part of our scope of services on this project are shown adjacent to the Soil Profiles on Figures 2 and 3. The Unified Soil Classification Symbol for each soil stratum as determined by visual examination and limited laboratory testing is presented in the attendant Soil Legend. 240 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 3 2.2.2 Permeability Testing: Laboratory permeability tests were performed on relatively undisturbed tube soil samples obtained at select boring locations. The hydraulic conductivity tests indicate that the shallow fine sands tested have vertical coefficients of permeability varying from approximately 28 to 31 feet per day. The permeability test results are shown adjacent to the corresponding Soil Profiles on Figures 2 and 3. Based upon our experience, the horizontal coefficient of permeability is usually 1.5 to 2.0 times the vertical coefficient for the fine sand encountered at this site. 3.0 SUBSOIL AND GROUNDWATER LEVEL CONDITIONS 3.1 S.C.S. Soil Delineations The soil types within the area under study were mapped by the U.S.D.A. - Soil Conservation Service (SCS) and subsequently published in the Seminole County Soil Survey Report. The approximate horizontal extent of each soil type mapped within the study area is depicted on SCS Vicinity Map on Plate 2. A complete description of the on-site soils is provided in the Seminole County Soil Survey. A brief description of each soil type mapped is presented in Table 1, below. Table 1. Summary of SCS Soil Types. Soil Type Drainage Characteristics Seasonal High Groundwater Level Depth Paola-St. Lucie sands, 0 to 5% slopes (#24) excessively drained greater than 6.7' Tavares-Millhopper fine sands, 0 to 5% slopes (#31) moderately well drained 3.0' - 5.0' 3.2 Soil Stratigraphy 3.2.1 Surficial Soils: The surficial soil layer encountered generally comprised grayish brown slightly silty fine sand with occasional small roots, topsoil (Stratum 1) in the upper approximate 0.5 to 1.0 foot. As an exception, dark gray organic fine sand with abundant roots was encountered at the locations of boring RB-5. 3.2.2 Subsurface Soil Stratigraphy: Underlying the surficial layer described above, the subsoil conditions encountered generally consisted of light colored free draining fine sands (Strata 2 through 4) to depths varying from approximately 4 to 10 feet, followed by darker colored slightly silty fine sand (Stratum 5) and silty to slightly clayey fine sand (Stratum 6) to the boring termination depths.. A more detailed representation of the subsoil conditions encountered is presented in the form of Soil Profiles on Figures 2 and 3, attached. For the most part, the borings are presented on an elevation basis using the surveyed boring elevations provided by the project surveyor. 241 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 4 3.3 Groundwater Table Conditions 3.3.1 Measured Groundwater Levels: The depth to the shallow groundwater table was measured in the open bore holes at the time the borings were performed (September 2023) and recorded again at least 24 hours later, by installing piezometers. The groundwater table was encountered at depths varying from approximately 4.5 to 6.7 feet below the existing ground surface. The measured groundwater levels are indicated adjacent to the Soil Profiles on Figures 2 and 3. 3.3.2 Normal Seasonal High Groundwater Levels: To evaluate the normal seasonal groundwater fluctuations on the site, a review was made of the following: • USDA - SCS Soil Survey maps for the site • the soil stratigraphy encountered during this study • site specific topographic information (see Figure 1) • the elevations of nearby lakes, wetlands and/or submerged marsh depicted on the USGS Quadrangle Maps • the antecedent rainfall conditions prior to the time the groundwater levels were measured (approximately 5.6 inches below normal rainfall) Based on our evaluation of the information outlined above, the seasonal high groundwater levels are preliminarily estimated to occur approximately 1.5 to 2.0 feet above the measured levels. In addition, the groundwater table is estimated to temporarily “perch” approximately 1.0 foot above the lower permeable soils comprising Stratum 5. The estimated apparent and “perched” seasonal high groundwater levels are included adjacent to the Soil Profiles on Figures 2 and 3. In summary, the elevation of the estimated seasonal high groundwater level is estimated to vary from approximately +38.0 to +41.0 feet NAVD 88. 4.0 EVALUATIONS AND CONCLUSIONS 4.1 General Based on our evaluation of the encountered subsurface conditions and with the exception of the upper 2 to 3 inches of the topsoil layer containing small roots and the surficial organic layer (Stratum 1A), it is our opinion that the subsoils encountered are suitable for support of the anticipated development, using normal site preparation procedures. Normal site preparation procedures should include the usual clearing, stripping and grubbing to remove all trees, stumps, brush, undergrowth, heavy growth of grass or weeds, fences, structures, and debris (where encountered), followed by compaction from the stripped grade and compaction of any fill soils needed to achieve final grade within the building and roadway areas. More detailed recommendations for foundation related site work and foundation support are included in the following subheadings. 242 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 5 4.2 Site Earthwork Considerations 4.2.1 Site Preparation: The construction areas (building, pavement, etc.) should be cleared and stripped of the existing vegetation, topsoil and/or surficial organic layer (where present). Clearing and grubbing (by root raking where trees are removed) shall consist of clearing the surface of the ground of all trees, stumps, brush, undergrowth, heavy growth of grass or weeds, fences, structures, and debris, or such material which in the opinion of the Engineer is unsuitable for the foundation support of the proposed site improvements. The clearing/stripping operation should extend to at least 5.0 feet beyond the limits of the construction. The unsuitable material generated during the site preparation should be disposed of as directed by the owner. 4.2.2 Compaction Requirements: The cleared and stripped areas should be leveled, compacted and tested for a depth of 2.0 feet prior to the placement of any fill. The back fill soils should be placed in uniform lifts (maximum 12 inch loose thickness) and uniformly compacted. Compaction should continue until a minimum density equivalent to 95 percent of the soil's Maximum Modified Proctor Density Value (ASTM D-1557) has been achieved. It is the intent of this recommendation that there be a minimum of 2.0 feet of compacted and tested soil beneath all foundation elements. We recommend that the subsoils be compacted to the density referenced above as tested to a depth of 2.0 feet below all footings and the base of floor slabs. The minimum frequency of density testing locations should be as follows: one test location for each 50 feet of load bearing wall one test location below each column footing one test location for every 500 square feet of slabs on grade 200 feet on center within the pavement areas 4.2.3 Structural Fill: Structural fill required to attain final site grades should be comprised of clean sand with no more than 10 percent passing the U.S. No. 200 Sieve. The fill should be placed in maximum 12-inch thick lifts and compacted to the density described above. 4.3 Foundation Sizing 4.3.1 Proposed Construction: Plans for the proposed structure were not available at the time of this report. As input to our evaluations and recommendation presented here, we have assumed the following: • wall loads will range from 3 to 5 kips per linear foot • isolated columns (if required) will be less than 40 kips. 243 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 6 4.3.2 Allowable Bearing Pressure: Provided that the foundation soils are prepared as outlined above, we recommend designing the spread footings and continuous wall footings for an allowable soil contact pressure of 2,000 psf or less. Foundation elements that must resist overturning may be designed with a maximum edge pressure of 3,000 psf. All foundation elements should be provided a minimum embedment depth of 18 inches, as measured from the bottom of the footing to the adjacent lowest finished grade. The lowest adjacent finished grade is defined as the lesser elevation of either the outside ground surface or the nearby top of floor slab. Furthermore, we recommend that continuous wall footings be a minimum of 18 inches in width and individual spread footings be a minimum of 24 inches in width. 4.3.3 Retaining Wall and Foundation Stem Wall Lateral Earth Pressures: Foundation stem walls and retaining walls should be designed to resist lateral pressures exerted by the retained granular soils. It should be noted that the design earth pressures are dependent upon allowable structural element rotation/deflection, soil engineering properties and the groundwater table conditions and may be summarized as follows: Active Lateral Earth Pressure, (KA): Applicable to walls which are allowed to rotate (such as landscape retaining walls); occurs as a retaining wall moves away from its backfill; theoretical minimum pressure At-Rest Lateral Earth Pressure, (KO): Applicable to walls which are not allowed to rotate (such as basement walls); occurs when soils are prevented from lateral strain; moderate pressure Passive Lateral Earth Pressure (KP): Occurs when a wall or edge of footing is forced into a soil mass; theoretical maximum pressure We recommend a value of 0.35 as the coefficient of friction (sliding resistance) between wall foundations and the underlying densified in-situ or fill soils. The recommend lateral earth pressures recommendations presented in Table 2 are based upon the following assumptions: the ground surface adjacent to the top and toe of the wall are relatively level (10 horizontal to 1 vertical or flatter) on-site fine sand and silty fine sands (or similar sands) will be used for wall backfill heavy construction equipment does not operate within 5 feet of walls a constantly functioning drainage system is installed between the wall and soil backfill footings or other significant surcharge loads are located outside the walls a distance at least equal to the wall height 244 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 7 Table 2. Summary of Estimated Earth Pressures in the Form of Equivalent Fluid Pressure Earth Pressure Equivalent Fluid Pressure (above groundwater table) Equivalent Fluid Pressure (below groundwater table and excluding hydrostatic pressure) Active (KA) 33 pcf 21 pcf At-Rest (KO) 55 pcf 35 pcf Passive (KP) *160 pcf *100 pcf Note: *The wall/foundation movement required to mobilize full passive earth pressure are significantly greater than necessary for active earth pressure. As such, the passive pressure values presented above have been reduced by approximately half. It should be noted that factors of safety have not been included in the soil pressure values presented above. The appropriate factors of safety should be introduced in the stability analyses to be performed by your structural engineer. 4.3.4 Modulus of Subgrade Reaction: The modulus of subgrade reaction (k) for the foundation soils comprising fine sand (SP) and compacted to 95% of the Modified Proctor Value (ASTM D-1557) (as recommended herein) may be assumed to be 100 pounds per cubic inch (pci). 4.4 Preliminary Settlement Analyses Settlement of the building foundations will occur as a result of consolidation and shear deformation of the foundation soils. Given the sandy texture of the foundation soils, the deformation settlement should be elastic in nature and occur as the sustained dead and live loads of the structure are applied. The maximum total settlement is estimated to be less than 1/2 inch and within tolerable limits of the proposed structure. 4.5 Roadways Based on our evaluation of the subsoils encountered and with the exception of the upper 2 to 3 inches of the topsoil layer containing small roots and surficial organic layer (Stratum 1A), the encountered shallow soils are suitable to provide support for a flexible or semi-flexible pavement section using normal site preparation procedures. 4.5.1 Pavement Section Recommendations: Based upon our experience with similar developments, our recommendations for a typical roadway section that may be used for the interior roadways are as follows: 12-inches of stabilized subgrade, minimum LBR equal to 40, and compacted to a minimum density equivalent to 98 percent of the soil's Modified Proctor Density Value as determined by AASHTO T-180 test method. 245 SSGWI - Proposed Ace Hardware, Michael Blake Blvd & Tuskawilla Rd PN 23-E2485.01 Page 8 6-inches of crushed concrete or limerock from a FDOT approved material provider, meeting the minimum LBR and gradation requirements of Section 911, and compacted to a density of not less than 98 percent of the material's Modified Proctor Density Value as determined by AASHTO T-180 test method. It should be noted that limerock base should not be utilized below pavement areas, where below grade infiltration galleries are planned. 1-1/2 inches of Florida DOT asphaltic concrete mix of Type SP-9.5 placed and compacted in accordance with Florida Department of Transportation specifications. 4.5.2 Pavement Base Groundwater Separation: As input to designing the pavement grades, we recommend that a minimum separation of 18 inches be provided between the bottom of the roadway base course and the estimated seasonal high groundwater elevation. The estimated seasonal high groundwater tables presented adjacent to the Soil Profiles should be helpful in the design of the site and pavement grades. Where this separation is not provided between the naturally occurring normal seasonal high groundwater levels, it is our opinion that underdrains may be installed to protect the pavement from groundwater related damage. Once the proposed roadway and site grades are available, we plan to further evaluate the proposed roadways with respect to underdrain requirements. 4.6 Pond Area(s) 4.6.1 Borrow Suitability: We envision that the materials to be excavated from the proposed pond will be used to attain final grades within the planned development. With the exception of the upper 2 to 3 inches of the topsoil layer containing small roots (Stratum 1) and surficial organic layer (Stratum 1A), the fine sands and slightly silty to silty fine sands encountered (Strata 2 through 5) are considered suitable for use as structural fill. The silty to slightly clayey fine sands (Stratum 6) are considered marginally suitable for use as structural fill and may be improved by mixing with clean on-site fine sands. The required proportion of fine sand material to clayey fine sand may be determined at the time of construction by performing test fills. As preliminary input to planning of the required earthwork operations, a 50/50 blend by volume may be assumed. When utilized within the sodded landscape areas and in order to allow proper drainage, the blended materials should be capped with a minimum 1.5 feet of fine sands (maximum 7 percent passing the No. 200 sieve). 4.6.2 Pond Exfiltration: Based on our evaluation of the encountered subsoil conditions and depending upon the final pond grades, it is our preliminary opinion that natural exfiltration for the retention areas will be moderate to low, depending upon final grades. 246 247 248 249 OUTDOOR COVERED AREA 6,347 SF TOTAL OUTDOOR SPACE LEASE SUITE B 2,187 SF LEASE SUITE C 2,323 SF LEASE SUITE A 2,621 SF ACE HARDWARE BUILDING GROSS 10,039 SF PIV FDC 250 251 252 253 254 255 Geotechnical Environmental Hydrogeology Geophysics Sinkhole Studies Phase I Environmental Site Assessment Sutton Crossings Property Tuskawilla Road and Michael Blake Boulevard Winter Springs, Seminole County, Florida Native Geoscience Project No.: R0789.1 Prepared for: EQX-HRP Winter Springs, LLC Prepared by: Native Geoscience, Inc. Orlando, Florida October 18, 2022 256 October 18, 2022 Mr. Ryan Stahl EQX-HRP Winter Springs, LLC 630 S. Maitland Avenue, Suite 100 Maitland, Florida 32751 Re: Phase I Environmental Site Assessment Report Sutton Crossings Property Winter Springs, Seminole County, Florida Native Geoscience Project No.: R0789.1 Dear Mr. Stahl: Native Geoscience, Inc. (NGI) has completed a Phase I Environmental Site Assessment (ESA) for the above- referenced subject property. The subject property is located south of the intersection of State Road 434 and Tuskawilla Road and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. The scope of services was conducted in general accordance with NGI Proposal No. P1794.1 dated September 16, 2022 and authorized by you. The Phase I ESA was conducted in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13. The objective of the Phase I ESA was to evaluate the subject property for indications of recognized environmental conditions and to assist in satisfying All Appropriate Inquiries (AAI) standards and practices. The following report provides the scope, methods and conclusions of our assessment. We appreciate the opportunity to be of service to you on this project and look forward to a continued relationship. Should you have any questions or concerns regarding this report, please feel free to call us at (407) 342-1443. Sincerely, Native Geoscience, Inc. John C. Diehl, Jr. Principal Geologist 257 Table of Contents 1.0 Executive Summary ........................................................................................................................... 1 2.0 Introduction ...................................................................................................................................... 4 2.1 Objective ....................................................................................................................................... 4 2.2 Limiting Conditions and Data Gaps ............................................................................................... 5 2.3 Non-Scope Considerations ............................................................................................................ 5 2.4 Reliance ......................................................................................................................................... 5 3.0 Site Description ................................................................................................................................. 6 3.1 Site Location, Description and Current Use .................................................................................. 6 3.1.1 Geology ................................................................................................................................. 6 3.1.2 Topography and Estimated Groundwater Flow Direction .................................................... 6 3.1.3 Flood Zone ............................................................................................................................. 7 3.1.4 Wetlands ............................................................................................................................... 7 3.2 Subject Property Vicinity and Adjoining Properties ...................................................................... 7 4.0 Historical Review ............................................................................................................................... 7 4.1 Aerial Photographs ........................................................................................................................ 8 4.2 Fire Insurance Maps ...................................................................................................................... 8 4.3 City Directories ............................................................................................................................ 10 4.4 Historical Topographic Maps ...................................................................................................... 11 5.0 Records Review ............................................................................................................................... 13 5.1 Regulatory Report ....................................................................................................................... 13 5.1.1 Subject Property Listings ..................................................................................................... 13 5.1.2 Adjoining Property Listings ................................................................................................. 13 5.1.3 Surrounding Area ................................................................................................................ 14 5.1.4 Unmapped Sites .................................................................................................................. 15 5.2 Additional Federal, State, and Local Environmental Records ..................................................... 15 5.2.1 Local Fire Department ......................................................................................................... 15 5.2.2 Local Health Agency ............................................................................................................ 15 5.2.3 Local Property Appraiser ..................................................................................................... 15 5.2.4 Local Building Department .................................................................................................. 15 5.2.5 Local Planning Department ................................................................................................. 16 5.2.6 State Environmental Agency ............................................................................................... 16 258 5.2.7 State Oil and Gas Agency .................................................................................................... 16 6.0 Site Reconnaissance ........................................................................................................................ 17 6.1 General Characteristics of the Subject Property ......................................................................... 17 6.2 Pits, Ponds, or Lagoons ............................................................................................................... 17 6.3 Stained Soil, Pavement, or Corroded Surfaces ........................................................................... 17 6.4 Stressed Vegetation .................................................................................................................... 17 6.5 Odors ........................................................................................................................................... 17 6.6 Hazardous Substances ................................................................................................................ 17 6.7 Petroleum Products .................................................................................................................... 17 6.8 Storage Tanks .............................................................................................................................. 17 6.9 Unidentified Drums and Containers ........................................................................................... 17 6.10 Solid Waste Disposal ................................................................................................................... 18 6.11 Wastewater Discharges .............................................................................................................. 18 6.12 Sewage Disposal System ............................................................................................................. 18 6.13 Wells ............................................................................................................................................ 18 6.14 Potable Water Supply ................................................................................................................. 18 6.15 Heating and Cooling .................................................................................................................... 18 6.16 Potential PCB-Containing Equipment ......................................................................................... 18 7.0 User Provided Information ............................................................................................................. 19 7.1 Environmental Liens .................................................................................................................... 19 7.2 Activity and Use Limitations ........................................................................................................ 19 7.3 Specialized Environmental Knowledge ....................................................................................... 20 7.4 Valuation Reduction for Environmental Issues ........................................................................... 20 7.5 Commonly Known or Reasonably Ascertainable Information .................................................... 20 7.6 Degree of Obviousness ............................................................................................................... 20 7.7 Previous Reports ......................................................................................................................... 20 8.0 Interviews ........................................................................................................................................ 21 8.1 Owner Interview ......................................................................................................................... 21 8.2 Interviews with Others ................................................................................................................ 21 9.0 Findings and Conclusions ................................................................................................................ 22 10.0 Environmental Professional Statement .......................................................................................... 24 11.0 References ...................................................................................................................................... 25 259 Figures Figure 1 Site Location Map Figure 2 Site Plan Figure 3 Topographic Map Appendices Appendix i Site Photographs Appendix ii Select Supporting Documents Appendix iii EDR Regulatory Database Report Appendix iv Resume(s) 260 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 1 of 25 1.0 Executive Summary Native Geoscience, Inc. (NGI) has completed a Phase I Environmental Site Assessment (ESA) for EQX-HRP Winter Springs, LLC on the subject property located south of the intersection of State Road 434 and Tuskawilla Road, and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. The Phase I ESA was conducted in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13. The objective of the Phase I ESA was to evaluate the subject property for indications of recognized environmental conditions and to assist in satisfying All Appropriate Inquiries (AAI) standards and practices. The subject property consists of three legal parcels totaling approximately 6.24 acres that are identified by the Seminole County Property Appraiser (SCPA) as Parcel Identification Numbers (PINs) 01-21-30-501- 0000-0010 (parcel 1), 26-20-30-5AR-0A00-008D (parcel 2) and 26-20-30-5AR-0A00-008H (parcel 3). Parcel 1 is owned by Patti A. Schoen and is currently undeveloped and heavily wooded. Parcels 2 and 3 are owned by Schrimsher Land Fund and are also heavily wooded. We understand that the proposed roads and rights of way (ROW) separating the parcels are also included within the subject property. Based on review of the Casselberry, Florida Quadrangle Map prepared by the U.S Geological Survey (USGS), the subject property has an elevation of approximately 45 feet above mean sea level (AMSL). The ground surface appears to slope downward to the east, toward Howell Creek which discharges into Lake Jessup to the north. Based on our historical review, the subject property appeared to exist as undeveloped land with a railroad bed for the Seaboard Coast Line trending in a north-south direction in the eastern portion from prior to 1940 until present. Tuskawilla Road was apparent as a dirt road from prior to 1940 until circa 1957 when it appeared paved. Development of the surrounding area appeared to begin in the 1980’s. The railroad line had appeared inactive since at least 1999. The subject property was not identified in the regulatory database report. The subject property is located in an area dominated by commercial and retail development. During the site visit, NGI observed the following land use on properties adjoining the subject property. The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report and is further discussed below. North Adjoining Property (NAP) South Adjoining Property (SAP) East Adjoining Property (EAP) West Adjoining Property (WAP) Exxon Mobil Gas Station and Carwash (1205 State Road 434) [across Michael Blake Boulevard] followed by undeveloped land and The Savoy Gracious Retirement Living (80 Michael Blake Boulevard) [Across State Road 434] Wendy's Restaurant (1218 E State Road 434) Starbucks (1220 E State Road 434) and undeveloped wooded areas. [Across Tuskawilla Road] Lake Jesup Animal Hospital (190 Tuskawilla Road), Wooded Land and Stormwater pond for a commercial plaza. Adjoining Properties 261 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 2 of 25 Findings and Conclusions NGI has completed a Phase I ESA in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13 at the subject property located south of the intersection of State Road 434 and Tuskawilla Road, and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. Based solely on the records review, site visit and interviews conducted for this assessment, NGI has not identified Controlled Recognized Environmental Conditions or Historical Recognized Environmental Conditions for the subject property. NGI identified the following Recognized Environmental Conditions for the subject property. • The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report as a Leaking Underground Storage Tank (LUST), Underground Storage Tank (UST), Cleanup Site, and other associated listings. The facility address is 1205 E. State Road 434. According to available documentation, a Discharge Reporting Form (DRF) was filed on May 3, 1993, indicating an unknown amount of free product was found in a monitoring well at the site. A Site Assessment Report (SAR) was submitted July 30, 2013, by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) was not identified with the exception of benzene (4.8 ug/L) in MW-5. Lastly, Shaw measured the groundwater flow direction at the facility to be east to southeast on April 25 and July 15, 2013. This is generally cross-gradient relative to the subject property; however, it could flow through the northeast corner. A Supplemental Site Assessment Report was conducted by Montrose Environmental dated March 24, 2020. During the assessment, Montrose conducted 3 soil borings and collected 2 soil samples from each boring. In addition, Montrose installed two additional monitoring wells and sampled a total of 7 wells (including the two additional wells). According to the report, no soil or groundwater contamination was identified on the site and previously impacted MW-5 exhibited two consecutive clean rounds of groundwater sampling. Therefore, Montrose proposed that the site qualified for No Further Action and is awaiting response from the Florida Department of Environmental Protection (FDEP). Based on the documents reviewed, it appears that the north adjoining property is nearing a Site Rehabilitation Completion Order (SRCO) from the FDEP. However, due to the close proximity of the UST area and previously impacted monitoring well MW-5 to the subject property boundary (on the order of 30 to 50 feet), it is likely that petroleum-impacted groundwater has migrated onto the subject property from this facility. Therefore, this represents a Recognized Environmental Condition. It should be noted that the north adjoining facility is in a State-funded cleanup and assessment program (Petroleum Liability and Restoration Insurance Program – PLRIP). Therefore, petroleum-impacts to the subject property associated with the 1993 discharge would likely be the responsibility of the State. • Historical aerial photographs and topographic maps indicate that a railroad track was present on the subject property in the past. Railroad tracks are frequently sources of contamination due to the presence of railroad ties generally treated with creosote as well as the long-term application 262 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 3 of 25 of hazardous materials (pesticides and herbicides) within the right of way during typical maintenance operations. These materials are known to accumulate in the soil over time. Furthermore, during an interview with the owner Mr. Michael Schrimsher, he stated that he was aware of soil contamination on the subject property. According to Mr. Schrimsher, “soil under the former CSX railroad was contaminated by creosote on wooden railroad ties and herbicide sprayed along railroad tracks.” Therefore, it is our opinion that the former railroad track area represents a Recognized Environmental Condition. NGI identified the following Business Environmental Risk for the subject property. • Town Center S.E.E.D. and Former Central Florida Drum Facility were identified as Brownfields in the vicinity of the subject property. Brownfields are areas of economic blight, often due to known or perceived contamination or environmental issues. The presence of a Brownfield does not indicate the existence of contamination on any certain property, and the other databases searched provide sufficient data to evaluate the subject property and/or adjacent properties for site-specific concerns. 263 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 4 of 25 2.0 Introduction In order to manage environmental risk, it is important for firms involved in the purchasing, leasing, and/or financing of properties to obtain a professional opinion regarding the potential for significant levels of contamination. Such contamination may occur in surface water bodies, soil, and/or groundwater, or within structures on a subject property. Activities carried out for this assessment are directed at providing EQX-HRP Winter Springs, LLC with a professional evaluation of the potential for environmental liabilities on the specific subject property using the methodology described in ASTM E1527-13. 2.1 Objective NGI has conducted a Phase I ESA in general conformance with ASTM E1527-13. The objective of this Phase I ESA is to identify, to the extent feasible pursuant to the process prescribed by the ASTM standard, recognized environmental conditions (RECs) in connection with the property. The Phase I ESA has four components: 1. Records Review, 2. Site Reconnaissance, 3. Interviews, and 4. Report preparation. RECs are defined by ASTM as the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under the conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis are not RECs. The ASTM standard also discusses two variations of RECs – a Controlled Recognized Environmental Condition (CREC) and a Historical Recognized Environmental Condition (HREC). These types of RECs are further defined below. A CREC is defined as a recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). An HREC is defined as a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting 264 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 5 of 25 the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). Lastly, the ASTM standard defines a Business Environmental Risk as a risk which can have a material environmental or environmentally driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice. 2.2 Limiting Conditions and Data Gaps The findings and conclusions presented in this report are based on procedures described in ASTM Practice E1527-13, inquiries with public agencies, available literature cited in this report, conditions noted at the time of our Phase I ESA, and our interpretation of the information obtained as part of this Phase I ESA. Our findings and conclusions are limited to the specific project and properties described in this report and by the accuracy and completeness of information provided by others. An environmental site assessment cannot wholly eliminate uncertainty regarding the potential for recognized environmental conditions in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with a property within reasonable limits of time and cost. In performing its services, NGI used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. No data gaps were identified during the Phase I ESA process, with the exception of the following: • Historical resources were not readily available for 5-year-or-less intervals. In our opinion, the identified data gap did not affect the environmental professional’s ability to render opinions regarding conditions indicative of a release or threatened release. 2.3 Non-Scope Considerations This assessment did not include non-scope items such as Asbestos-Containing Building Materials, Biological Agents, Cultural and Historic Resources, Ecological Resources, Endangered Species, Health and Safety, Indoor Air Quality unrelated to releases of hazardous substances or petroleum products into the environment, Industrial Hygiene, Lead-Based Paint, Lead in Drinking Water, Mold, Radon, and Regulatory Compliance. 2.4 Reliance This report is for the exclusive use of EQX-HRP Winter Springs, LLC. No other warranty, expressed or implied, is made. NGI is not responsible for any claims, damages, or liability associated with any other third party’s interpretation or reuse of this report without the express written authorization of NGI. 265 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 6 of 25 3.0 Site Description 3.1 Site Location, Description and Current Use The subject property consists of three legal parcels totaling approximately 6.24 acres that are identified by the Seminole County Property Appraiser (SCPA) as Parcel Identification Numbers (PINs) 01-21-30-501- 0000-0010 (parcel 1), 26-20-30-5AR-0A00-008D (parcel 2) and 26-20-30-5AR-0A00-008H (parcel 3). Parcel 1 is owned by Patti A. Schoen and is currently undeveloped and heavily wooded. Parcels 2 and 3 are owned by Schrimsher Land Fund and are also heavily wooded. We understand that the proposed roads and rights of way (ROW) separating the parcels are also included within the subject property. The following figures are included for reference: Figure 1 (Site Location Plan), Figure 2 (Site Plan), and Figure 3 (Topographic Map). 3.1.1 Geology The property is located in Seminole County within the Casselberry-Oviedo-Geneva-Chuluota Hills subdistrict of the Central Lake physiographic district. This area is characterized by variable relief with elevations ranging from 5 to 75 feet above mean sea level. These variations in elevation may be attributed to groundwater solution of carbonate lithology and subsequent subsidence due to karst development. The topography of the area is dominated by numerous, small, closed depressions some of which contain swamps or shallow ponds. The higher elevations can be attributed to ancient marine terraces, beach ridges and dunes. Within the Central Lake district, the uplifted limestones of the Floridan aquifer lie unconformably below surficial sands. This region, consisting of prairies, swamps, and lakes, is the principal recharge area of the Floridan aquifer. The water table aquifer exists unconfined within surficial clastic sediments consisting of unconsolidated sands and semi-consolidated clayey sands. Water wells tapped into the water table aquifer are primarily used for domestic purposes. The intermediate aquifer is represented in the formations of the Hawthorn Group. This aquifer generally supplies water for irrigation wells. The principal aquifer is the Floridan which begins at the top of the Ocala Group and is the source for all major municipal, irrigation, and domestic wells. It has a potentiometric surface of 30 to 40 feet above mean sea level in the area of the property. The aquifer is also connected to the surface waters through sinkhole lakes. These lakes provide a direct passage for surface water recharge of the Floridan aquifer. Based on information obtained from the USDA Natural Resources Conservation Service Web Soil Survey online database, the subject property is mapped as Paolo-St. Lucie sands, Tavares-Millhopper complex and Pomelo fine sands. These soils range from moderately well to excessively drained with depth to groundwater generally ranging from 24 inches to more than 80 inches below natural grade. 3.1.2 Topography and Estimated Groundwater Flow Direction Based on review of the Casselberry, Florida Quadrangle Map prepared by the U.S Geological Survey (USGS), the subject property has an elevation of approximately 45 feet above mean sea level (AMSL). The 266 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 7 of 25 ground surface appears to slope downward to the east, toward Howell Creek which discharges into Lake Jessup to the north. A copy of a recent topographic map is included in Figure 3. We estimate the groundwater flow direction to be similar to the topographic slope of the site and surrounding area. Therefore, groundwater is likely flowing to the east, toward Howell Creek. 3.1.3 Flood Zone Based on review of the National Flood Hazard Map (Community Panel Number 12117C 0160F, dated September 28, 2007) prepared by the Federal Emergency Response Agency (FEMA), the subject property is identified as Zone X (an area of minimal flood risk). A copy of the FEMA National Flood Hazard Map reviewed for this project is included in Appendix ii. 3.1.4 Wetlands Based on review of the National Wetland Inventory map, it appears that wetlands are not present on the subject property. However, a wetland survey should be conducted by an experienced wetland ecologist in order to determine the actual presence and extent of wetlands on the subject property. 3.2 Subject Property Vicinity and Adjoining Properties The subject property is located in an area dominated by commercial and retail development. During the site visit, NGI observed the following land use on properties adjoining the subject property. The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report and is further discussed in Section 5.0. 267 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 8 of 25 4.0 Historical Review The objective of consulting historical sources is to develop a history of the previous uses of the subject property and adjoining properties in order to identify those uses that are likely to have led to recognized environmental conditions in connection with the property. Based on our historical review, the subject property appeared to exist as undeveloped land with a railroad bed for the Seaboard Coast Line trending in a north-south direction in the eastern portion from prior to 1940 until present. Tuskawilla Road was apparent as a dirt road from prior to 1940 until circa 1957 when it appeared paved. Development of the surrounding area appeared to begin in the 1980’s. The railroad line had appeared inactive since at least 1999. 4.1 Aerial Photographs NGI obtained available aerial photographs of the subject property and surrounding areas from Environmental Data Resources (EDR) dated September 21, 2022 (included in Appendix ii). The following observations were noted to be visible on the subject property and adjoining properties during the aerial photograph review: Date Scale Quality Observations 1940 1"=500' Moderate Subject Property: Undeveloped native pastureland. A possible railroad is located on the east portion of the site. NAP: Undeveloped land followed by State Road 434. SAP: Undeveloped native pastureland with sporadic trees throughout. EAP: State Road 434 followed by undeveloped native pastureland. WAP: Tuskawilla Road (unpaved) followed by undeveloped native pastureland. 1948 1"=500' Moderate Subject Property: No significant changes. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Increased tree canopy. 1952 1"=500' Moderate Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1957 1"=500' Moderate Subject Property: Increased tree canopy. NAP: No significant changes visible. SAP: Pastureland cleared, and structures are visible along Tuskawilla Road. EAP: No significant changes visible. WAP: Tuskawilla Road appears paved. 268 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 9 of 25 1969 1"=500' Poor Subject Property: No significant changes visible. NAP: Increased tree canopy. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1972 1"=500' Poor Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1977 1"=500' Poor Subject Property: Increased tree canopy, covering majority of the site. NAP: Increased tree canopy, covering majority of the property. SAP: Additional structures appear along Tuskawilla Road. EAP: No significant changes visible. WAP: Increased tree canopy, covering majority of the property. 1980 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Residential structures appear beyond Tuskawilla Road. 1986 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Additional residential structures visible beyond Tuskawilla Road. 1993 1"=500' Good Subject Property: No significant changes visible. NAP: Gas station visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1994 1"=500' Moderate Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1999 1"=500' Poor Subject Property: No significant changes visible. NAP: State Road 434 widened. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 269 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 10 of 25 2007 1"=500' Moderate Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Newly constructed building located across Tuskawilla Road. 2010 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2013 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2017 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: Property cleared and under construction across State Road 434. WAP: No significant changes visible. No observations of environmental concern were made during our aerial photograph review with the exception of the gas station located on the north adjoining property. 4.2 Fire Insurance Maps NGI reviewed the collection of Sanborn Fire insurance maps from EDR dated September 20, 2022. Sanborn map coverage was not available for the subject property and its vicinity. A copy of the EDR’s “Certified Sanborn® Map Report” is included in Appendix ii. 4.3 City Directories NGI reviewed historical city directories obtained from EDR dated September 22, 2022, for past names and businesses that were listed for the subject property and adjoining properties. City Directories were reviewed for various years from 1940 through 2017. Since the subject property is not addressed, it was not listed in the city directories reviewed. Below are the listings for the adjoining properties. Adjoining properties were not listed in City Directories prior to 1992. 270 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 11 of 25 Adjoining Property Addresses Year Listing 1992 NAP: No Listings SAP: No Listings EAP: No Listings WAP: Edward W Griffith (190 Tuskawilla Road) 1995 NAP: No Listings SAP: No Listings EAP: No Listings WAP: No Listings 2000 NAP: Mobile Orlando Jawad Incorporated (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith; Lake Jesup Animal Hospital (190 Tuskawilla Road) 2005 NAP: Exxon Mobile Oil Corp (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith DVM; Lake Jesup Animal Hospital (190 Tuskawilla Road) 2010 NAP: No Listings SAP: No Listings EAP: No Listings WAP: Lake Jesup Animal Hospital (190 Tuskawilla Road) 2014 NAP: Winter Springs Mobil (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith DVM VET; Lake Jesup Animal Hospital (190 Tuskawilla Road) 2017 NAP: 7 Eleven; Mobil (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith DVM; Lake Jesup Animal Hospital (190 Tuskawilla Road) No listings of environmental concern were identified during our city directory search with the exception of the gas station located on the north adjoining property (1205 E. State Road 434). This facility is further discussed in Section 5.0. 4.4 Historical Topographic Maps NGI reviewed historical topographic maps obtained from EDR dated September 20, 2022 (included in Appendix ii). The following observations were noted to be depicted on the subject property and adjoining properties during the topographic map review: 271 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 12 of 25 Date Observations 1962 Subject Property: Undeveloped pastureland and Atlantic Coast Railroad Line depicted. NAP: Undeveloped pastureland followed by State Road 434. SAP: Undeveloped pastureland, a structure, and Atlantic Coast Railroad Line depicted. EAP: Undeveloped pastureland depicted. WAP: Tuskawilla Road followed by undeveloped land depicted. 1970 Subject Property: No significant changes visible. Name of railroad appears as Seaboard Coast Line. NAP: No significant changes visible. SAP: More structures depicted. EAP: No significant changes visible. WAP: No significant changes visible. 1972 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1980 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Residential roads and structures depicted across Tuskawilla Road. 1994 Subject Property: No significant changes visible. NAP: Likely gas station depicted. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Additional structures depicted. 2012 Subject Property: No structures, railroads, or individual building footprints are depicted. NAP: No structures, railroads, or individual building footprints are depicted. SAP: No structures, railroads, or individual building footprints are depicted. EAP: No structures or individual building footprints are depicted. WAP: No structures or individual building footprints are depicted. 2015 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2018 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. No observations of environmental concern were made during our topographic map review with the exception of the gas station located on the north adjoining property. 272 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 13 of 25 5.0 Records Review 5.1 Regulatory Report NGI obtained regulatory database information pertaining to the subject property and surrounding area from Environmental Data Resources, Inc. (EDR) dated September 20, 2022. The EDR report is a compilation of records of facilities that are included on current federal and state environmental regulatory databases. The databases were searched based on the specified minimum search distances from the Site as established by ASTM Practice E1527-13. A copy of the EDR report is attached in Appendix iii. We reviewed the EDR report to identify records that indicate known or potential recognized environmental conditions on the subject property and/or surrounding area and to evaluate the likelihood for those recognized environmental conditions to impact the subject property based on the information obtained in this Phase I ESA. Further discussion of specific listings is provided below. 5.1.1 Subject Property Listings The subject property is not listed in the EDR regulatory report. 5.1.2 Adjoining Property Listings The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report as a Leaking Underground Storage Tank (LUST), Underground Storage Tank (UST), Cleanup Site, and other associated listings. The facility address is 1205 E. State Road 434. According to available documentation, a Discharge Reporting Form (DRF) was filed on May 3, 1993, indicating an unknown amount of free product was found in a monitoring well at the site. A Site Assessment Report (SAR) was submitted July 30, 2013, by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) were not identified with the exception of benzene (4.8 ug/L) in MW-5. Lastly, Shaw measured the groundwater flow direction at the facility to be east to southeast on April 25 and July 15, 2013. This is generally cross to up-gradient relative to the subject property. A Supplemental Site Assessment Report was conducted by Montrose Environmental (Montrose) dated March 24, 2020. During the assessment, Montrose conducted 3 soil borings and collected 2 soil samples from each boring. In addition, Montrose installed two additional monitoring wells and sampled a total of 7 wells (including the two additional wells). According to the report, no soil or groundwater contamination was identified on the site and previously impacted MW-5 exhibited two consecutive clean rounds of groundwater sampling. Therefore, Montrose proposed that the site qualified for No Further Action and is awaiting response from the Florida Department of Environmental Protection (FDEP). Based on the documents reviewed, it appears that the north adjoining property is nearing a Site Rehabilitation Completion Order (SRCO) from the FDEP. However, due to the close proximity of the UST area and previously impacted monitoring well MW-5 to the subject property boundary (on the order of 30 to 50 feet), it is likely that petroleum-impacted groundwater has migrated onto the subject property 273 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 14 of 25 from this facility. Therefore, this represents a Recognized Environmental Condition. It should be noted that the north adjoining facility is in a State-funded cleanup and assessment program (Petroleum Liability and Restoration Insurance Program – PLRIP). Therefore, petroleum-impacts to the subject property associated with the 1993 discharge would likely be the responsibility of the State. Portions of the above-referenced site assessment reports are included in Appendix ii. 5.1.3 Surrounding Area We reviewed the EDR report for facilities located beyond adjoining properties that may indicate a release or likely release of hazardous substances and/or petroleum products that may impact the subject property. Handy Way Food Store #3333, located at 170 Tuskawilla Road, approximately 375 feet northwest of the subject property is listed as a LUST and UST facility in the regulatory report. According to available documents, the facility originally utilized three 10,000-gallon steel USTs installed in May 1982. The tanks reportedly contained leaded gasoline, unleaded gasoline, and gasohol. The three USTs were moved and updated in 1990 and all tanks were converted to unleaded gasoline at that time. Widening of State Road 434 and Tuskawilla Road began in 1994 and portions of the Handy Way property in the northeast and southeast were acquired for the rights of way. In 1997, the USTs were moved to the southwest side of the property and reduced to two tanks containing unleaded gasoline. Prior to the 1990 tank update, a Discharge Notification Form and Early Detection Incentive (EDI) Program Notification Application was submitted indicating that odor or visible signs of contamination were present. However, the cause of the leak, the type of pollutant discharged, and the estimated number of gallons lost were unknown. The FDEP provided formal notification that the facility was eligible for state funding under the EDI Program on March 21, 1988. Since then, a number of assessments and source removal projects have been performed, including a Contamination Assessment Report prepared by Rust Environmental & Infrastructure Inc. dated July 12, 1996. The report documented petroleum contamination in soil and groundwater as well as the groundwater flow direction to vary from northerly to easterly. Recently, a Remedial Action Interim Report was prepared by AECOM dated August 24, 2012. According to the report, no contaminated soil was found, and one out of eight monitoring wells contained an exceedance of Naphthalene above the FDEP Groundwater Cleanup Target Level. The facility then entered a Natural Attenuation Monitoring (NAM) Program. Quarterly groundwater sampling was conducted in October 2012 and January 2013. According to the NAM Quarterly Reports prepared by AECOM, none of the contaminants were found to exceed the GCTLs and the facility was recommended for No Further Action. The FDEP agreed with the findings and issued a Site Rehabilitation Completion Order (SRCO) on October 2, 2013. Based on the cleanup status of the facility, the distance from the subject property, and the northerly to easterly groundwater flow direction (cross-gradient or away from the subject property), it is our opinion that this facility does not represent a Recognized Environmental Condition. A copy of the last NAM Quarterly Report and the SCRO are included in Appendix ii. Town Center S.E.E.D. and Former Central Florida Drum Facility were identified as Brownfields in the vicinity of the subject property. Brownfields are areas of economic blight, often due to known or perceived 274 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 15 of 25 contamination or environmental issues. The presence of a Brownfield does not indicate the existence of contamination on any certain property, and the other databases searched provide sufficient data to evaluate the subject property and/or adjacent properties for site-specific concerns. Based on factors that include regulatory status, distance from the Site, and/or location relative to the regional groundwater flow direction, as referenced in Section 3.1.2, no other facilities are identified in the EDR report that warrant further consideration as potential recognized environmental conditions. 5.1.4 Unmapped Sites The EDR report identified one unmapped site due to poor or inadequate address information (Upright Recycling/Bruce G Beck). Further research indicates that the site is more than 2 miles from the subject property and beyond the ASTM search radius. 5.2 Additional Federal, State, and Local Environmental Records 5.2.1 Local Fire Department NGI requested files from the Seminole County Fire Department relating to possible past releases of petroleum products or hazardous materials on the subject property. At the time this report was finalized, NGI had not received a response. 5.2.2 Local Health Agency NGI reviewed available online sources and was unable to identify documentation for water wells or septic tanks on the subject property through the Seminole County Health Department. 5.2.3 Local Property Appraiser According to records reviewed, the subject property consists of three legal parcels totaling approximately 6.24 acres that are identified by the Seminole County Property Appraiser (SCPA) as Parcel Identification Numbers (PINs) 01-21-30-501-0000-0010 (parcel 1), 26-20-30-5AR-0A00-008D (parcel 2) and 26-20-30- 5AR-0A00-008H (parcel 3). Parcel 1 is owned by Patti A. Schoen and is currently undeveloped and heavily wooded. Parcels 2 and 3 are owned by Schrimsher Land Fund and are also heavily wooded. We understand that the proposed roads and rights of way (ROW) separating the parcels are also included within the subject property. Copies of the Property Record Cards are included in Appendix ii. 5.2.4 Local Building Department NGI conducted a review of the City of Winter Springs Building Services Division online permitting system and found multiple building permits on site relating to site signs dated May 1, 1995 and May 5, 2004. It should be noted that three permits were associated with Parcel 3; however, they appear to be associated with the construction on the south adjoining property. 275 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 16 of 25 5.2.5 Local Planning Department Review of the City of Winter Springs Zoning Map indicates that the subject property is zoned T-C for Town Center District. 5.2.6 State Environmental Agency NGI was directed to FDEP’s online document management system (OCULUS) for information regarding the facilities identified in the EDR regulatory database report. 5.2.7 State Oil and Gas Agency Based on review of the Florida Geological Survey’s Regional Oil & Gas Well Location Online Map, no oil or gas wells are located on or adjacent to the subject property. 276 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 17 of 25 6.0 Site Reconnaissance Mr. Clinton Wilhelm conducted a site reconnaissance for NGI on October 11, 2022. At the time of the reconnaissance, the weather was sunny and warm. Photographs taken during our site visit are included in Appendix i. 6.1 General Characteristics of the Subject Property The subject property is currently undeveloped and heavily wooded with an old railroad bed trending north-south in the eastern portion. 6.2 Pits, Ponds, or Lagoons No pits, ponds, or lagoons were observed on the subject property during our site reconnaissance. 6.3 Stained Soil, Pavement, or Corroded Surfaces No stained soil, pavement, or corroded surfaces were observed on the subject property during our site reconnaissance. 6.4 Stressed Vegetation No stressed vegetation was observed on the subject property during our site reconnaissance. 6.5 Odors No odors indicative of the presence of petroleum products or hazardous materials were observed on the subject property during our site reconnaissance. 6.6 Hazardous Substances No hazardous substances were observed on the subject property during our site reconnaissance. 6.7 Petroleum Products No petroleum products were observed on the subject property during our site reconnaissance. 6.8 Storage Tanks No storage tanks were observed on the subject property during our site reconnaissance. 6.9 Unidentified Drums and Containers No unidentified drums and containers were observed on the subject property during our site reconnaissance. 277 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 18 of 25 6.10 Solid Waste Disposal No solid waste was observed to be disposed of on-site during our site reconnaissance. 6.11 Wastewater Discharges No wastewater discharges were observed on the subject property during our site reconnaissance. 6.12 Sewage Disposal System No septic systems were observed on the property during our site reconnaissance. 6.13 Wells No wells were observed on the subject property during our site reconnaissance. 6.14 Potable Water Supply No indication of potable water supply was observed on the subject property during our site reconnaissance. 6.15 Heating and Cooling No heating or cooling systems were observed on the subject property during our site reconnaissance. 6.16 Potential PCB-Containing Equipment No potential PCB-containing equipment was observed on the subject property during our site reconnaissance. 278 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 19 of 25 7.0 User Provided Information The purpose of this section is to describe tasks to be performed by the “User.” The “User” as defined by ASTM Practice E1527-13, is “the party seeking to use ASTM Practice E1527-13 to complete an environmental site assessment of the property. A User may include, without limitation, a potential purchaser of property, a potential tenant of property, an owner of property, a lender, or a property manager.” As stated in 40 CFR 312 (the rule), the Brownfields Amendments provide important liability protections for Users who qualify as contiguous property owners, bona fide prospective purchasers, or innocent landowners. To meet the statutory requirements for any of these Landowner Liability Protections (LLPs), a User must meet certain threshold requirements and satisfy certain continuing obligations. To qualify as one of the three LLPs, the User must perform “all appropriate inquiries” (AAI) on or before the date on which the User acquired the Site. The rule defines AAI, which includes inquiries and activities performed by the User and an Environmental Professional (EP). The rule allows (but does not mandate) the User performing AAI to conduct inquiries or activities that may include searches for environmental liens, assessments of any specialized knowledge on the part of the User, an assessment of commonly known or reasonably ascertainable information about the Site, and an assessment of the relationship of the purchase price to fair market value. However, if the User performing AAI conducts one or more of these inquiries and/or activities, the rule allows (but does not mandate) that the User may communicate information gathered from these inquiries and/or activities to their EP to identify a possible recognized environmental condition. NGI provided a User Questionnaire to the Client as a means to communicate information gathered from these inquiries and/or activities to the EP. Mr. Ryan Stahl returned the completed questionnaire to NGI dated September 16, 2022, on behalf of EQX-HRP Winter Springs, LLC. User-supplied information is discussed in the following sections. A copy of the completed User Questionnaire is provided in Appendix ii. 7.1 Environmental Liens An environmental lien is a charge, security, or encumbrance, upon title to the subject property to secure the payment of a cost, damage, debt, obligation, or duty arising out of response actions, cleanup, or other remediation of environmental issues at the property. The User was not aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law. 7.2 Activity and Use Limitations Activity and Use Limitations (AULs) are legal or physical restrictions or limitations on the use of, or access to, a property to reduce or eliminate potential exposure to hazardous substances or petroleum products in the soil, soil vapor, groundwater, and/or surface water on the property or to prevent activities that could interfere with the effectiveness of a response action, in order to ensure maintenance of a condition of no significant risk to public health or the environment. AULs, which may include institutional and/or 279 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 20 of 25 engineering controls, are intended to prevent adverse impacts to individuals or populations that may be exposed to hazardous substances and petroleum products in the soil, groundwater, and/or surface water on the property. The User was aware of an AUL relating to city use restrictions. At this time no further information was provided. 7.3 Specialized Environmental Knowledge Specialized environmental knowledge includes any information and/or experience related to the subject property or adjoining properties including, but not limited to, any obvious indicators that point to the presence or likely presence of environmental issues at the subject property. The User has specialized knowledge of nearby properties associated with their development of the Winter Springs Marketplace located northwest of the subject property. 7.4 Valuation Reduction for Environmental Issues Valuation reduction for environmental issues includes the relationship of the purchase price to the fair market value of the subject property. According to the User, the purchase price being paid for this property reasonably reflects the fair market value of the property. 7.5 Commonly Known or Reasonably Ascertainable Information Commonly known or reasonable ascertainable information includes information about the subject property that generally is known to the public within the community where the property is located and can be easily sought and found from individuals familiar with the property or from easily attainable public sources of information. The User was not aware of commonly known or reasonably ascertainable information about the subject property that would help the environmental professional to identify conditions indicative of releases or threatened releases. 7.6 Degree of Obviousness The User must consider the degree of obviousness of the presence or likely presence of releases or threatened releases at the subject property and the ability to detect releases or threatened releases by appropriate investigation. The User was not aware of any obvious indicators that point to the presence or likely presence of contamination at the subject property. 7.7 Previous Reports NGI was not provided with previous reports for this assessment. 280 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 21 of 25 8.0 Interviews 8.1 Owner Interview An interview questionnaire was completed by Ms. Patti Ann Schoen (the subject property owner) on September 17, 2020. On October 17, 2022, NGI received an email response from Ms. Kristin Banks with EQX-HRP Winter Springs, LLC stating that the Schoens confirmed the answers to the 2020 questionnaire were still accurate. Ms. Schoen stated that she has been involved with the property since December 7, 1971 as the owner. She stated that the property was gifted to her when she was 20 years old and has no prior knowledge of the property. She stated that she was not aware of any wells or septic systems on the property. She stated that she was not aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the subject property; any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the subject property; or any notices from a governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products. Lastly, Ms. Schoen stated that she was not aware of any current or past above or below ground storage tanks containing hazardous material or petroleum products on the property nor was she aware of any soil or groundwater contamination on the subject property. An interview questionnaire was completed by Mr. Michael A. Schrimsher on behalf of Schrimsher Land Fund (the subject property owner) on October 12, 2022. Mr. Schrimsher stated that he has been involved with the property since 1985-1986 as the property manager. According to Mr. Schrimsher, the subject property has been occupied by vacant wooded land except for the former railroad track. He stated that he was not aware of any wells or septic systems on the property. He stated that he was not aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the subject property; any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the subject property; or any notices from a governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products. Mr. Schrimsher stated that he was not aware of any current or past above or below ground storage tanks containing hazardous material or petroleum products on the property. However, he was aware of soil contamination on the subject property. According to Mr. Schrimsher, “soil under the former CSX railroad was contaminated by creosote on wooden railroad ties and herbicide sprayed along railroad tracks.” Lastly, Mr. Schrimsher stated that he was not aware of cattle dipping vats on the subject property, but he was aware that there were cattle operations on the nearby Plante property. Copies of the Owner Questionnaires and confirmation email are provided in Appendix ii. 8.2 Interviews with Others No other interviews were conducted for this assessment. 281 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 22 of 25 9.0 Findings and Conclusions NGI has completed a Phase I ESA in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13 at the subject property located south of the intersection of State Road 434 and Tuskawilla Road, and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. Based solely on the records review, site visit and interviews conducted for this assessment, NGI has not identified Controlled Recognized Environmental Conditions or Historical Recognized Environmental Conditions for the subject property. NGI identified the following Recognized Environmental Conditions for the subject property. • The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report as a Leaking Underground Storage Tank (LUST), Underground Storage Tank (UST), Cleanup Site, and other associated listings. The facility address is 1205 E. State Road 434. According to available documentation, a Discharge Reporting Form (DRF) was filed on May 3, 1993, indicating an unknown amount of free product was found in a monitoring well at the site. A Site Assessment Report (SAR) was submitted July 30, 2013, by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) was not identified with the exception of benzene (4.8 ug/L) in MW-5. Lastly, Shaw measured the groundwater flow direction at the facility to be east to southeast on April 25 and July 15, 2013. This is generally cross-gradient relative to the subject property; however, it could flow through the northeast corner. A Supplemental Site Assessment Report was conducted by Montrose Environmental dated March 24, 2020. During the assessment, Montrose conducted 3 soil borings and collected 2 soil samples from each boring. In addition, Montrose installed two additional monitoring wells and sampled a total of 7 wells (including the two additional wells). According to the report, no soil or groundwater contamination was identified on the site and previously impacted MW-5 exhibited two consecutive clean rounds of groundwater sampling. Therefore, Montrose proposed that the site qualified for No Further Action and is awaiting response from the Florida Department of Environmental Protection (FDEP). Based on the documents reviewed, it appears that the north adjoining property is nearing a Site Rehabilitation Completion Order (SRCO) from the FDEP. However, due to the close proximity of the UST area and previously impacted monitoring well MW-5 to the subject property boundary (on the order of 30 to 50 feet), it is likely that petroleum-impacted groundwater has migrated onto the subject property from this facility. Therefore, this represents a Recognized Environmental Condition. It should be noted that the north adjoining facility is in a State-funded cleanup and assessment program (Petroleum Liability and Restoration Insurance Program – PLRIP). Therefore, petroleum-impacts to the subject property associated with the 1993 discharge would likely be the responsibility of the State. • Historical aerial photographs and topographic maps indicate that a railroad track was present on the subject property in the past. Railroad tracks are frequently sources of contamination due to the presence of railroad ties generally treated with creosote as well as the long-term application 282 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 23 of 25 of hazardous materials (pesticides and herbicides) within the right of way during typical maintenance operations. These materials are known to accumulate in the soil over time. Furthermore, during an interview with the owner Mr. Michael Schrimsher, he stated that he was aware of soil contamination on the subject property. According to Mr. Schrimsher, “soil under the former CSX railroad was contaminated by creosote on wooden railroad ties and herbicide sprayed along railroad tracks.” Therefore, it is our opinion that the former railroad track area represents a Recognized Environmental Condition. NGI identified the following Business Environmental Risk for the subject property. • Town Center S.E.E.D. and Former Central Florida Drum Facility were identified as Brownfields in the vicinity of the subject property. Brownfields are areas of economic blight, often due to known or perceived contamination or environmental issues. The presence of a Brownfield does not indicate the existence of contamination on any certain property, and the other databases searched provide sufficient data to evaluate the subject property and/or adjacent properties for site-specific concerns. 283 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 24 of 25 10.0 Environmental Professional Statement The consultant(s) listed below declare that, to the best of their professional knowledge and belief, meet the definition of Environmental Professional as defined in Section 312.10 of 40 CFR 312 and have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. The all appropriate inquiries have been performed in conformance with the standards and practices set forth in 40 CFR Part 312. We appreciate the opportunity to be of service to you on this project and look forward to a continued relationship. Should you have any questions or concerns regarding this report, please feel free to call us at (407) 342-1443. Sincerely, Native Geoscience, Inc. John C. Diehl, Jr. Principal Geologist 284 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 25 of 25 11.0 References American Society for Testing and Materials, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM Designation: E1527-13. Environmental Data Resources (EDR), Certified Sanborn® Map Report, September 20, 2022. EDR, EDR Historical Topographic Map Report with QuadMatch™, September 20, 2022. EDR, The EDR Aerial Photo Decade Package, September 21, 2022. EDR, The EDR-City Directory Image Report, September 22, 2022. EDR, The EDR Radius Map™ Report with GeoCheck®, September 20, 2022. Federal Emergency Management Agency, Federal Insurance Administration, National Flood Insurance Program, Flood Insurance Map, accessed via internet, October 2022. Florida Department of Environmental Protection, Map Direct Application (Groundwater Delineation Map). Available on-line at: https://ca.dep.state.fl.us/mapdirect/?focus=grndwtr_dl. OCULUS Electronic Document Management System, FDEP Regulatory Files Review for Storage Tanks, Hazardous Waste, Solid Waste and Waste Cleanup Program Areas. Available on-line at: https://depedms.dep.state.fl.us/Oculus/servlet/login. United States Department of Agriculture, Natural Resources Conservation Service, Web Soil Survey, accessed via the internet, October 2022. United States Geological Survey Topographic Map, 7.5-minute series Casselberry (NE), Florida, accessed via internet, October 2022. 285 Figures 286 Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserCommunity 0 0.50.25 Miles Site Location Map FIGURE:1 Phase I Environmental Site AssessmentSutton Crossings PropertyWinter Springs, Seminole County, FL Project No:R0789.1 Date:10/5/22 2014 Edgewater Drive, #246 Orlando, Florida 32804 (407) 342-1443 Notes: Property boundary approximated from the Site Plan provided by The Client. Approximate Subject Property Boundary Legend: 287 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community0200100Feet Site Plan Phase I Environmental SiteAssessmentSutton Crossings PropertyWinter Springs, Seminole County, FL Project No:R0789.1 Date:10/5/22 2014 Edgewater Drive, #246 Orlando, Florida 32804 (407) 342-1443 Notes: Legend: Heavily Wooded Exxon MobilGas Station Property boundary approximated from the Site Planprovide by The Client. Approximate Subject Property Boundary Lake JessupAnimal Hospital Undeveloped Commercial Plaza(Under Construction) State R oad 434 State R oad 434 Tuskawilla Road Tuskawilla Road M i c h a e l B l a k e B o u l e v a r dMichael B l a k e B o u l e v a r d Wendy'sRestaurant StarbucksRestaurant RetirementCommunity FIGURE:2 Former Railroad Track Undeveloped 288 0 1,000500Feet Topographic Map Phase I Environmental Site AssessmentSutton Crossings PropertyWinter Springs, Seminole County, FL Project No:R0789.1 Date:10/5/22 2014 Edgewater Drive, #246 Orlando, Florida 32804 (407) 342-1443 Notes: Legend: Topographic map courtesy of the U.S. GeologicalSurvey, Casselberry (NE) quadrangle map. Approximate Subject Property Boundary FIGURE:3 289 Appendix i 290 Appendix i: Site Photographs Project No. R0789.1 1. Typical view of the subject property. 2. Typical view of the subject property. 291 Appendix i: Site Photographs Project No. R0789.1 3. Exxon/Mobil Gas Station located on the north adjoining property. 4. View of Michael Blake Boulevard located on the south adjoining property. 292 Appendix i: Site Photographs Project No. R0789.1 5. Typical view of the multi-family senior residential development on the south adjoining property (across Michael Blake Boulevard). 6. View of the raised easement for possible historical train tracks along the eastern portion of the subject property. 293 Appendix i: Site Photographs Project No. R0789.1 7. Tuskawilla Road followed by Lake Jesup Animal Hospital and commercial shopping plaza to the west. 8. Tuskawilla Road followed by Milky Way residential street to the west. 294 Appendix i: Site Photographs Project No. R0789.1 9. View of State Road 434 followed by Starbucks located northeast of the subject property. 10. View of State Road 434 followed by multi-family residential development located east of the subject property. 295 Appendix ii 296 The EDR Aerial Photo Decade Package Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Inquiry Number: September 21, 2022 7123398.8 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 297 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 19, 1993 USGS 1986 1"=500'Flight Date: January 06, 1986 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 1969 1"=500'Flight Date: October 14, 1969 USGS 1957 1"=500'Flight Date: November 02, 1957 USGS 1952 1"=500'Flight Date: March 17, 1952 USGS 1948 1"=500'Flight Date: November 25, 1948 USDA 1940 1"=500'Flight Date: January 01, 1940 USGS EDR Aerial Photo Decade Package 09/21/22 Sutton Crossing Site Name:Client Name: Native Geoscience, Inc. Tuskawilla Rd & FL 434 2014 Edgewater Drive #246 Winter Springs, FL 32708 Orlando, FL 32804 EDR Inquiry #7123398.8 Contact:Clinton Wilhelm 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 2022 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. 7123398 8-page 2298 7123398.8 2017 = 500'299 7123398.8 2013 = 500'300 7123398.8 2010 = 500'301 7123398.8 2007 = 500'302 7123398.8 1999 = 500'303 7123398.8 1994 = 500'304 7123398.8 1993 = 500'305 7123398.8 1986 = 500'306 7123398.8 1980 = 500'307 7123398.8 1977 = 500'308 7123398.8 1972 = 500'309 7123398.8 1969 = 500' Subject boundary not shown because it exceeds image extent or image is not georeferenced.310 7123398.8 1957 = 500'311 7123398.8 1952 = 500'312 7123398.8 1948 = 500'313 7123398.8 1940 = 500'314 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 September 20, 2022 7123398.3 315 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 09/20/22 Tuskawilla Rd & FL 434 Sutton Crossing Native Geoscience, Inc. 2014 Edgewater Drive #246 Winter Springs, FL 32708 7123398.3 Orlando, FL 32804 Clinton Wilhelm The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Native Geoscience, Inc. 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. BBD2-4F18-8D3A R0789.1 UNMAPPED PROPERTY R0789.1 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 #: BBD2-4F18-8D3A Native Geoscience, Inc. (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 2022 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. 7123398 3 2 316 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Inquiry Number: 7123398.5 September 22, 2022 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc 317 TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 318 EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2017 þ þ EDR Digital Archive 2014 þ þ EDR Digital Archive 2010 þ þ EDR Digital Archive 2005 þ þ EDR Digital Archive 2000 þ þ EDR Digital Archive 1995 þ þ EDR Digital Archive 1992 þ þ EDR Digital Archive 1986 ¨¨Polk's City Directory 1981 ¨¨Polk's City Directory 1978 ¨¨Polk's City Directory 1974 ¨¨Polk's City Directory 1968 ¨¨Polk's City Directory 1964 ¨¨Polk's City Directory 1960 ¨¨Polk's City Directory 1955 ¨¨Polk's City Directory 1950 ¨¨Polk's City Directory 1945 ¨¨Polk's City Directory 1940 ¨¨Polk's City Directory 7123398-5 Page 1 319 EXECUTIVE SUMMARY Year Target Street Cross Street Source 7123398-5 Page 2 320 FINDINGS TARGET PROPERTY STREET Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Year CD Image Source TUSCAWILLA RD 1992 pg A38 EDR Digital Archive TUSKAWILLA RD 2017 pg A6 EDR Digital Archive 2014 pg A11 EDR Digital Archive 2010 pg A17 EDR Digital Archive 2005 pg A21 EDR Digital Archive 2000 pg A25 EDR Digital Archive 1995 pg A31 EDR Digital Archive 1986 -Polk's City Directory Target and Adjoining not listed in Source 1981 -Polk's City Directory Target and Adjoining not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 1955 -Polk's City Directory Street not listed in Source 1950 -Polk's City Directory Street not listed in Source 1945 -Polk's City Directory Street not listed in Source 1940 -Polk's City Directory Street not listed in Source 7123398-5 Page 3 321 FINDINGS CROSS STREETS Year CD Image Source E STATE RD 434 2010 pg. A12 EDR Digital Archive 1992 pg. A32 EDR Digital Archive E STATE ROAD 434 2017 pg. A2 EDR Digital Archive 2014 pg. A7 EDR Digital Archive 2010 pg. A13 EDR Digital Archive 2005 pg. A18 EDR Digital Archive 2000 pg. A22 EDR Digital Archive 1986 -Polk's City Directory Target and Adjoining not listed in Source 1981 -Polk's City Directory Target and Adjoining not listed in Source 1978 -Polk's City Directory Target and Adjoining not listed in Source 1974 -Polk's City Directory Target and Adjoining not listed in Source 1968 -Polk's City Directory Target and Adjoining not listed in Source 1964 -Polk's City Directory Target and Adjoining not listed in Source 1960 -Polk's City Directory Target and Adjoining not listed in Source 1955 -Polk's City Directory Target and Adjoining not listed in Source 1950 -Polk's City Directory Target and Adjoining not listed in Source 1945 -Polk's City Directory Target and Adjoining not listed in Source 1940 -Polk's City Directory Target and Adjoining not listed in Source MICHAEL BLAKE BLVD 2017 pg. A4 EDR Digital Archive 2014 pg. A9 EDR Digital Archive 2010 -EDR Digital Archive Target and Adjoining not listed in Source 2005 -EDR Digital Archive Target and Adjoining not listed in Source 2000 -EDR Digital Archive Target and Adjoining not listed in Source 1995 -EDR Digital Archive Target and Adjoining not listed in Source 7123398-5 Page 4 322 Year Uses Source FINDINGS Year CD Image Source 1992 -EDR Digital Archive Target and Adjoining not listed in Source 1986 -Polk's City Directory Street not listed in Source 1981 -Polk's City Directory Street not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 1955 -Polk's City Directory Street not listed in Source 1950 -Polk's City Directory Street not listed in Source 1945 -Polk's City Directory Street not listed in Source 1940 -Polk's City Directory Street not listed in Source MILKY WAY 2017 pg. A5 EDR Digital Archive 2014 pg. A10 EDR Digital Archive 2010 pg. A16 EDR Digital Archive 2005 pg. A20 EDR Digital Archive 2000 pg. A24 EDR Digital Archive 1995 pg. A26 EDR Digital Archive 1992 -EDR Digital Archive Target and Adjoining not listed in Source 1986 -Polk's City Directory Street not listed in Source 1981 -Polk's City Directory Street not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 1955 -Polk's City Directory Street not listed in Source 1950 -Polk's City Directory Street not listed in Source 1945 -Polk's City Directory Street not listed in Source 1940 -Polk's City Directory Street not listed in Source 7123398-5 Page 5 323 Year Uses Source FINDINGS Year CD Image Source STATE ROAD 434 E 1995 pg. A27 EDR Digital Archive 7123398-5 Page 6 324 City Directory Images 325 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A2 SourceTarget Street Cross Street 2017 110 1 2 3 EASY KEY LOCK REPAIR BANK OF AMERICA FINANCIAL CENTER 126 IRBLICH SCHOOLS RIVERA, ELAINE 200 CARE LOCKSMITH VICTORIOS II WINTER SPRINGS 268 CENTRAL FLORIDA BLOOD BANK ONEBLOOD 280 ALL CARPET SERVICES RIDERS ADVANTAGE 295 BRUSTERS REAL ICE CREAM 296 GERALD STRINGHAM & ASSOCIATES KEN MITCHELL & ASSOCIATES 351 AMANDA R JACOBSON ATTY ANDREW CHMELIR ATTY DEBRA L FERWERDA ATTY JACOBSON MCCLEAN CHMELIR & FERWERDA RANDY MCCLEAN ATTORNEY 370 RANGOLI SWEETS 380 ADVANCE AUTO PARTS 404 JOHNSON HALE INC DBA KID CITY USAWI KID CITY USA ENTERPRISES INC 408 NIEVES, ANGEL F 410 GUTIERREZ, EDGAR 414 MARTINEZ, CARLOS 418 GORSKI, WILLIAM W 422 NEWMAN, DEBORAH L 426 AFFORDABLE LEGAL CLINIC INC RAINBOW TRAVEL SERVICES INC 500 AMY STANBERRY ACUPUNCTURE 504 SOTO, EDWIN 506 SOPER PEREZ & ASSOC 521 MILLERS SCHOOL SUPPLIES 541 PAPA TONYS RESTAURANT 640 KINDER KAMPUS INC 650 LESKOWYAK, KAREN S 670 DESIGNER DENTAL STUDIO INC NATIONWIDE TERMITE & PEST CONTROL 680 ALLSTATE FCI STRUCTURAL ENGINEERS INC 701 STFEN INC 710 A BUDGET TREE SERVICE A BUDGET TREE SERVICE INC 780 CREATIVE INSPIRATION JOURNEY SCHOOL KEE WEE ENTERTAINMENT DISTRICT 820 SEMINOLE COUNTY PUBLIC SCHOOL 822 SEMINOLE COUNTY PUBLIC SCHOOL 825 ALL ABOUT PLUMBING 839 PHO, UYEN M WINTER SPRINGS BEAUTY SALON 326 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A3 SourceTarget Street Cross Street 2017 845 THOMAS, FREDDIE 855 ANYTIME FITNESS RED CYPRESS BREWERY LLC SENOR TEQUILA TERRA HOMES UNIQUE SPRING NAILS 859 SALAMANDERS SPORTS GRILL 861 DUNKIN DONUTS 870 FULGHUM, GREGORY F 1000 CITY OF WINTER SPRINGS 1065 UNITED STATES GOVERNMENT WE BUY ORLANDO 1100 CHOICES IN LEARNING INC 1116 BUDGET TRUCK RENTAL CRUISE AMERICA CUSTOM RENTAL SERVICE 1122 DR DELHART COURTNEY MACDONALD FAMILY EYE CARE 1126 CITY OF WINTER SPRINGS 1134 EDWARD JONES FINANCIAL ADVISOR MI 1142 DR ROBERT BURKS DENTAL ROBERT R BURKS DDS PA 1160 PUBLIX REDBOX 1188 IHAIR IHAIR LLC 1196 SURGICAL SOLUTIONS WINTER SPRINGS DENTISTRY 1200 MCDONALDS 1205 7ELEVEN MOBIL 1491 1 AFTER DRINKING LOCKSMITH RESCUE ADVENTURE CYCLING CHINAWOK CLAXTON CLEANERS GONZALEZ, MARCELINO METRO CHURCH OF CHRIST 1501 DUNKIN DONUTS 1511 ALPHA EMC CLOSED CAPTION LATINA DATANAUTIX INC GEOSYNTEC CONSULTANTS PINNACLE PROPERTY MANAGEMENT SOUTHERN MARKETING ASSOCIATES UCF INCUBATORSEMINOLE COUNTY UVS JUNCTION 327 - MICHAEL BLAKE BLVD EDR Digital Archive 7123398.5 Page: A4 SourceTarget Street Cross Street 2017 300 PERSONS, BRADLEY J 304 TALLURI, RAMABUJJAYYA 308 WECK, MIKE H 312 RAMOS, ANA 316 WRIGHT, SYLVIA 320 LONG, FRANCISCO J 324 WHITE, MICHAEL A 328 ROSEN, MARIE E 332 HINDSON, KELLY A 336 MORALES, RAFAEL 344 LUTH, JOSEPH 352 MOY, TIMOTHY E 356 VAUGHAN, THOMAS L 360 SARNA, CHRISTIAN J 368 LEGGE, DANA C 372 RUSH, HEATH D 384 CLOUTIER, DANIEL J 388 ARAGHY, HOMAIRA P 392 PARTON, ANGELA R 396 MCCABE, SEAN T 400 SCHROEFFEL, LESLIE A 404 RHOADS, MURPHY M 420 PECORARO, JOHN J 424 BAY, CRYSTAL A 428 HESS, LAURA B 328 - MILKY WAY EDR Digital Archive 7123398.5 Page: A5 SourceTarget Street Cross Street 2017 1258 MASON, JAMES F 1270 DIAZ, HECTOR A 329 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A6 SourceTarget Street Cross Street 2017 100 SOILEAU, BRUCE J 105 BECKETT, RICHARD 109 ALJABER-MORENO, ANZAF 110 TUSKAWILLA ANIMAL HOSPITAL 113 MILLER, GEORGE A 121 MACCHIA, KATHY 125 OLSON, JIM A 130 ACTION CHURCH WINTER SPRINGS HIGH SCHOOL 137 BELTRAN, CORY N 141 AVERY, STEVEN M 145 LI, ZHIMIN 149 TAYLOR, CHRISTOPHER J 150 KINGSBURY, C 154 BENITEZ, MARITZA BUHOLTZ PROFESSIONAL ENGINEERING CHRISTOPHER, COLLEEN A ECKEL & ASSOCIATES INC EVANS, JAMES K PHILLIPS, AUSTIN RUPLEY, DAVID SINELNIKOVA, INNA STATE OF FLORIDA STONE, GREGORY K STUFFLET, SEAN THOMPSON, CELESTE O 156 BENNETT INSURANCE BIRCHELL INSURANCE RIPPLE ASSOCIATES WINTER SPRINGS TOWN CENTER 158 COVENANT AVIATION SECURITY PILACEK THOMAS J & ASSOCIATES SIAGON BOULVARD 160 AFLAC HUEY MAGOOS CHICKEN TENDERS THE ZOO HEALTH CLUB TIJUANA FLATS 170 1 ALPHA LOCK & KEY PINCH A PENNY POOL PATIO SPA PINCHAPENNY 190 EDWARD W GRIFFITH DVM LAKE JESUP ANIMAL HOSPITAL 300 LOFROOS, ROBERT W 550 SEMINOLE COUNTY PUBLIC SCHOOL 575 ST STEPHEN CATHOLIC CHURCH 600 SEMINOLE COUNTY PUBLIC SCHOOL 330 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A7 SourceTarget Street Cross Street 2014 110 1 2 3 EASY KEY LOCK REPAIR BANK OF AMERICA 200 VICTORIOS II WINTER SPRINGS 268 CENTRAL FLORIDA BLOOD BANK CENTRAL FLORIDA BLOOD BANK A DIVISIO 280 ALL CARPET SERVICES 290 DRIVER LICENSE OFFICE STATE OF FLORIDA 295 BRUSTERS REAL ICE CREAM 296 GERALD STRINGHAM & ASSOCIATES 351 CHMELIR ANDREW ATTY FERWERDA DEBRA L ATTY JACOBSON AMANDA R ATTY JACOBSON MCCLEAN CHMELIR & FERWERDA MCCLEAN RANDY ATTY 404 JOHNSON HALE INC DBA KID CITY USAWI 406 CLOKE, JUSTIN 408 NIEVES, ANGEL A 410 GUTIERREZ, EDGAR 414 MARTINEZ, CARLOS 418 RODRIGUEZ, WILLIAM N 422 DUNCAN, ARTHUR O 426 AFFORDABLE LEGAL CLINIC 428 MENZEL, JOHN C 500 STANBERRY AMY ACUPUNCTURE PHYS 504 PINARD, TYNISHA 506 SOPER PEREZ & ASSOC 521 MATTIES DELECTABLE DESSERTS MILLERS SCHOOL SUPPLIES 541 PAPA TONYS RESTAURANT 551 QUICK KING FOOD STORE 640 KINDER KAMPUS INC 650 LESKOWYAK, KAREN S 670 DESIGNER DENTAL STUDIO INC NATIONWIDE TERMITE & PEST CONTROL 680 ALLSTATE FCI STRUCTURAL ENGINEERS INC 701 SEMINOLE COUNTY PUBLIC SCHOOL 710 A BUDGET TREE SERVICE A BUDGET TREE SERVICE INC 817 FIRST BAPTIST CHURCH 820 SEMINOLE COUNTY PUBLIC SCHOOL SEMINOLE COUNTY PUBLIC SCHOOLS 822 SEMINOLE COUNTY PUBLIC SCHOOL 825 OCCUPANT UNKNOWN, 835 WILLIAMSON, CHESTER M 839 PHO, UYEN M WINTER SPRINGS BEAUTY SALON 845 OCCUPANT UNKNOWN, 849 DELL, MARTHA 331 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A8 SourceTarget Street Cross Street 2014 850 SEMINOLE COUNTY PUBLIC SCHOOL 851 TRUSTCO BANK 855 ANYTIME FITNESS SECURE TITLE SENOR TEQUILA STORYBOOK MOMENTS LEARNING ACADEMY TERRA HOMES UNIQUE SPRING NAILS AND 859 SALAMDERS SPORTS GRILL 870 FULGHUM, GREGORY F 900 OCCUPANT UNKNOWN, 916 ALPHA TECHNOLOGY USA CORP 1065 UNITED STATES GOVERNMENT WINTER SPRINGS POST OFFICE 1100 CHOICES IN LEARNING INC 1116 BUDGET TRUCK RENTAL WINTER SPRINGS CRUISE AMERICA CUSTOM RENTAL SERVICES 1122 ALL IN ONE DENISTRY 1 MACDONALD FAMILY EYE CARE 1126 CITY OF WINTER SPRINGS 1134 EDWARD JONES FINANCIAL ADVISOR VA 1138 CENTURY 21 1142 BURKS ROBERT R DDS PA 1160 PUBLIX 1161 COLSON, C 1163 JOHNSON, NATHAN 1184 PCS METRO 1188 IHAIR LLC 1196 WINTER SPRINGS DENTISTRY 1200 MCDONALDS 1205 WINTER SPRINGS MOBIL 1491 ADVENTURE CYCLING CHINAWOK CLAXTON CLEANERS FASHION NAILS METRO CHURCH OF CHRIST 1495 BB&T 1501 BLIMPIE SALAD & SANDWICHES GODFATHERS PIZZA 1511 CENTERLINE HOMES DATANAUTIX INC NR ELECTRONICS LLC PINNACLE PROPERTY MANAGEMENT UCF INCUBATORSEMINOLE COUNTY UVS JUNCTION 332 - MICHAEL BLAKE BLVD EDR Digital Archive 7123398.5 Page: A9 SourceTarget Street Cross Street 2014 300 PERSONS, BRADLEY J 304 TALLURI, RAM 308 WECK, MIKE H 316 HUNT, JENNIFER G 320 LONG, FRANCISCO J 336 MCCANN, MICHAEL R 344 LUTH, JOSEPH 352 MOY, TIMOTHY E 356 VAUGHAN, THOMAS L 360 MAGNUSSEN, KEVIN L 364 PALATKA, ELEANOR 368 LEGGE, DANA C 372 RUSH, HEATH D 380 SINCLAIR, HEATHER C 384 MARCUS, JOSHUA M 388 TATUM, PAUL V 392 PARTON, ANGELA R 396 OCCUPANT UNKNOWN, 400 SCHROEFFEL, LESLIE A 404 COX, CHRISTINE M 408 YUEN, BRENDA M 333 - MILKY WAY EDR Digital Archive 7123398.5 Page: A10 SourceTarget Street Cross Street 2014 1258 OCCUPANT UNKNOWN, 1270 DIAZ, HECTOR A 1296 CEDENO, JOSE G 334 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A11 SourceTarget Street Cross Street 2014 100 SOILEAU, BRUCE J 105 BECKETT, RICHARD 109 CORREDOR, JOSE J 112 TAYLER, MALIA 113 TAYLER, MALIA 117 HANCOCK, WESLEY G 121 BAKER, ROBERT W 125 OLSON, JIM A 129 OCCUPANT UNKNOWN, 130 WINTER SPRINGS HIGH SCHOOL 133 PELLEGRINO, MICHAEL J 137 HANLEY, SALLY A 141 AVERY, STEVEN M 145 COLEMAN, ROBERT C 149 RAULERSON, APRIL E 150 KINGSBURY, C 154 CHAFFIN, CHRIS M HOENEMAN, RAYMOND W KINTNER, CHRISTOPHER S LIGHT, TODD A MUDLOCK, AMANDA M NETTLES, ANGEL D OSULLIVAN, TRACY A SPREEN, GEORGE STONE, GREGORY K THOMPSON, CELESTE O 156 BIRCHELL INSURANCE BOX OFFICE HAIR PRODUCTIONS DANIEL LONG AFLAC REGIONA RIPPLE ASSOCIATES 158 BANK OF AMERICA BANK OF AMERICA MORTGAGE COVENANT AVIATION SECURITY HERBA FAMILY CHIROPRACTIC MURPHYS PREMIUM PET FOOD MARKET SOUTH YORK 160 THE ZOO HEALTH CLUB TIJUANA FLATS 170 1 ALPHA LOCK & KEY PINCHAPENNY 190 GRIFFITH EDWARD W DVM VET LAKE JESUP ANIMAL HOSPITAL 290 LOFROOS, WILLIAM N 300 LOFROOS, ROBERT W 395 LIFE COMMUNITY CHURCH 415 INDIAN TRAILS MIDDLE SCHOOL 425 KEETH ELEMENTARY SCHOOL 550 SEMINOLE COUNTY PUBLIC SCHOOL 575 ST STEPHENS CATHOLIC CHURCH 600 SEMINOLE COUNTY PUBLIC SCHOOL 335 - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A12 SourceTarget Street Cross Street 2010 550 PAPA TONY ITALIAN RESTAURANT 2000 DMD RESIDENTIAL PROPERTIES 336 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A13 SourceTarget Street Cross Street 2010 105 GDP DESIGN & CONSTRUCTION 110 BANK OF AMERICA 113 O MEI WSHU USA 200 VICTORIOS II WINTER SPRINGS 260 DINER SUN SHINE 268 FLORIDAS BLOOD CTR 290 AGGARWAL PENSION TRUST FUND HIGHWAY DEPT SAFETY MOTOR VEHICLE DEPTDRIVER LCNS 295 BRUSTERS REAL ICE CREAM 296 KEN MITCHELL & ASSOC 300 QUALITY MANUFACTURING SVC INC 310 DOLLAR GENERAL 320 LEONIES HOME STYLE COOKING 330 NATICES UNISEX SALON 351 JACOBSON MC CLEAN CHMELIR U S SVC 360 PUBLIC STORAGE 380 ADVANCE AUTO PARTS 406 CLARK, SAMUEL K 408 MORALES, JULIO 410 HARVEY, AUDREY T 412 FEKANY, MOUSSA 414 RIVERA, JOSE A 416 TELEPHONE MARKETING PROMOTIONS 418 BRAYMAN, MEGAN A 422 DUNCAN, ARTHUR O 424 ARTHUR DUNCAN ACCOUNTING SVC 426 AFFORDABLE LEGAL CLINIC INC BINFORD, THOMAS A RAINBOW TRAVEL SVC INC 428 MENZEL, JOHN C 500 STANBERRY AMY ACUPUNCTURE PHYS 506 SOPER PEREZ & ASSOC 521 SADKANE SCHOOL FOR DANCE & AKD 551 QUICK KING FOOD STORE 640 KINDER KAMPUS INC 650 LESKOWYAK, KAREN S 670 TROPICAL ILLUSION 680 FCI STRUCTUAL ENGRS 710 A BUDGET TREE SVC INC ORLANDO RV RENTALS 817 FIRST BAPTIST CHRWINTER SPG 820 SEMINOLE COUNTY PUBLIC SCHOOLS 822 SCHOOLS PUBLIC SEMINOLE COUNTY 825 HANNA, THOMAS C 835 WILLIAMSON, CHESTER M 839 NGUYEN, VINH V WINTER SPRINGS BEAUTY SALON 845 DELL, WILLIAM E 337 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A14 SourceTarget Street Cross Street 2010 851 TRUSTCO BANK 855 AT&T STORE CURVES E TOUR & TRAVEL INSURANCE RECOVERY INTL INC SECURE TITLE SPRING NAIL & SPA UNITY SPIRITUAL LIFE CTR YEN YEN RESTAURANT YOUR HEALTH FOOD STORE 866 REGIONS BANK 870 FULGHUM, GREGORY F 900 OCCUPANT UNKNOWN, 1000 WINTER SPRINGS CITY SPORTS WINTER SPRINGS CITYCENTRAL 1065 US POST OFFICE 1116 CRUISE AMERICA RV 1122 COURTNEY DELHART L DDS DELHART, L MAC DONALD FAMILY EYE CARE 1126 WINTER SPRINGS BLDG INSPECTION WINTER SPRINGS CITY CLERK WINTER SPRINGS CITY COMMISSION WINTER SPRINGS CITY HALL WINTER SPRINGS CITY MANAGER WINTER SPRINGS CODE ENFRCMNT WINTER SPRINGS COMMUNITY DEV WINTER SPRINGS COMPUTER SVC WINTER SPRINGS FINANCE DEPT WINTER SPRINGS GARBAGE PICKUP WINTER SPRINGS GENERAL SVC WINTER SPRINGS PARKS & REC WINTER SPRINGS POLICE DEPT 1134 EDWARD JONES 1135 ALLEN DYER DOPPELT MILBRATH 1138 CENTURY 21 1142 BURKS ROBERT R DDS 1160 PUBLIX SUPER MARKET 1161 COLSON, C 1163 JOHNSON, NATHAN 1184 H&R BLOCK 1188 RACHEL NICOLES SALON INC 1196 WINTER SPRINGS DENTISTRY 1200 MC DONALDS 1491 ADVENTURE CYCLING CHINA WOK CONGRESSIONAL HOMES FASHION NAILS MERRY GO HOUND METRO CHURCH OF CHRIST 338 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A15 SourceTarget Street Cross Street 2010 1491 MOTHER KIMS CLEANERS 1501 BLIMPIE SUBS & SALADS GODFATHERS PIZZA HESS EXPRESS 1511 CENTERLINE HOMES CLEARTALK TELECOM CYNTHIA BRENNAN RYAN ESQ MOSAIC WEALTH MANAGEMENT GROUP N R ELECTRONICS LLC PINNACLE PROPERTY MANAGEMENT UCF INCUBATOR VISTAWILLA OFFICE CTR 339 - MILKY WAY EDR Digital Archive 7123398.5 Page: A16 SourceTarget Street Cross Street 2010 1258 OCCUPANT UNKNOWN, 1270 DIAZ, HECTOR D 1296 MUNOZ, DANIEL O 340 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A17 SourceTarget Street Cross Street 2010 100 SOILEAU, AIMEE E 130 WINTER SPRINGS HIGH SCHOOL 150 KINGSBURY, LAVERNE W 154 DAVIS, KYLE 156 BEEFOBRADYS BIJOUX JEWELERSORLANDO BIRCHELL INSURANCE BOX OFFICE HAIR PRODUCTIONS CYPRESS SEMICONDUCTOR PRIUM 158 COUNTRYWIDE BANK COVENANT AVIATION SECURITY LLC HERBA FAMILY CHIROPRACTIC HOLLYWOOD BISTRO JDC CONSTRUCTION MGMTFL MURPHEYS PREMIUM PET FOOD MKT 160 BARNIES COFFEE & TEA CO WINTER GIANCARLOS TIJUANA FLATS 170 PINCH A PENNY 190 LAKE JESUP ANIMAL HOSPITAL 290 LOFROOS, WILLIAM W 300 LOFROOS, ROBERT W 315 HIFLAVOR MEATS INC 395 LORD OF LIFE CHURCH OF GOD 415 INDIAN TRAILS MIDDLE SCHOOL 575 ST STEPHENS CATHOLIC CHURCH 600 KEETH ELEMENTARY SCHOOL 341 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A18 SourceTarget Street Cross Street 2005 200 VICTORIOS II 264 DAYTONA MALL LLC 268 CENTRAL FLORIDA BLOOD BANK 276 MISSING CHILDREN CENTER INC 280 KRC EXOTIC BIRDS 290 DOLLAR DEALS 296 SWEET CELEBRATIONS 320 DELI ICIOUS 330 NATICES UNISEX SALON 350 SIR WALTERS PUB 351 ADAMS TRANSPORTATION INC FLORIDA OFFICE SERVICES JACOBSON MCCLEAN CHMELIR & FERWERDA 370 RANGOLI SWEETS OF FLORIDA INC 404 BRANNON, BROOKE A 406 CLARK, SAMUEL K 408 NIEVES, ANGEL A 410 HARVEY, AUDREY T 412 SMART, KIMBERLY C 414 MCKAY, R 416 TELEPHONE MARKETING PROMOTIONS INC 418 TROUNG, KHUONG N 420 NTS 422 DUNCAN, ARTHUR O 424 ARTHUR DUNCAN ACCOUNTING BOOKKEEPING 426 BINFORD, THOMAS A RAINBOW TRAVEL SERVICES INC 428 OCCUPANT UNKNOWN, 504 JACOBSON, BETH 506 CARNERO, OSCAR 541 TONY PAPA ITALIAN RESTAURANT 551 CUMBERLAND FARMS 640 KINDER KAMPUS INC 650 LESKOWYAK, KAREN S 680 EARTH ANGEL 780 ECKERD PHARMACY 810 MECO FLOORING INC MECONNAHEY, NANCY 817 FIRST BAPTIST CHURCH OF WINTER SPRIN 820 SCHOOL BOARDSEMINOLE CNTY 822 SEMINAR COUNTY PUBLIC SCHOOL TRANSPO 825 HANNA, NOREEN W 835 ROBERTS, ELEANOR B 839 WINTER SPRINGS BEAUTY SALON WINTER, SPRINGS 845 BATTEN, IRA CUSTOM CARPENTRY & ROOFING CUSTOM CARPENTRY & ROOFING INC 849 OCCUPANT UNKNOWN, 851 ALL RIGHT STUFF INC 342 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A19 SourceTarget Street Cross Street 2005 855 JOHN MCCANN & ASSOC JOHN MCCANN & ASSOCS 865 DEZEEUW, MIKE 870 FULGHUM, GREGORY F 900 OCCUPANT UNKNOWN, 1000 FLORIDA STATE OF 1116 JAM 2 TAYLOR RENTAL 1122 DELHART L COURTNEY DDS MACDONALD FAMILY EYECARE 1126 CITY OF WINTER SPRINGS HUMAN RESOURC 1132 TRANSFORMATION TANNING & SKIN 1134 KUMON MATH & READING CENTER OF WINTE 1139 OCCUPANT UNKNOWN, 1142 BURKS ROBERT R DDS PA 1144 LESLIES SWIMMING POOL SUPPLIES 1151 GRUBBS EMERGENCY SERVICES LLC 1155 FRESENTIUS MEDICAL CENTER 1156 LESLIES POOLMART # 459 1160 PUBLIX SUPER MARKETS 1161 COUTERMARCH, SCOTT 1163 JOHNSON, NATHAN 1165 OCCUPANT UNKNOWN, 1175 ROBERTS, JENNY R 1181 OCCUPANT UNKNOWN, 1182 MARC BRASHEAR STATE FARM STATE FARM BANK / BRASHEAR MARC A 1188 NAILS BY LINDA RACHAEL NICOLES SALON 1192 SHAPEXPRESS 1196 JOHN H T NGUYEN DMD PA 1200 MCDONALDS RESTAURANTS OF FLORIDA 1205 EXXONMOBIL OIL CORP MOBIL OIL CORP 1491 FASHION NAILS KASH N KARRY LIJING CHINESE RESTAURANT MOTHER KIMS CLEANERS PET RESCUE & SUPPLY INC SEMINOLE TRAIL ANIMAL HOSPITAL WILLIAMS, PAUL 1501 AMERADA HESS GODFATHERS PIZZA 343 - MILKY WAY EDR Digital Archive 7123398.5 Page: A20 SourceTarget Street Cross Street 2005 1258 POWELL, PAMELA 1270 MUNIZ, LUIS A RAUL CACHO LAWN SERVICE 1296 MUNOZ, JOSE R 344 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A21 SourceTarget Street Cross Street 2005 100 SOILEAU, MARION J 130 SCHOOL BOARD OF SEMINOL CNT WINTER SPRINGS HIGH 150 KINGSBURY, LAVERNE W 158 CAPITAL GREEN LLC 160 ART AVENUE CRAFT STUDIO ARTS AVE CRAFT STUDIO BARNIES COFFEE & TEA CO CRISTIANOS LLC J RAYMOND CONSTRUCTION CORP 190 GRIFFITH EDWARD W DVM LAKE JESUP ANIMAL HOSPITAL 290 OCCUPANT UNKNOWN, 300 LOFROOS, ROBERT W ROBERT W LOFROOS 395 LORD OF LIFE FELLOWSHIP POP INC 415 INDIAN TRAILS MIDDLE SCHOOL SCHOOL BOARD OF SEMINOL CNT 575 SAINT STEPHEN CATHOLIC COMMUNITY 345 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A22 SourceTarget Street Cross Street 2000 105 STATE FARM INSURANCE COMPANIES 140 WING HABILATATION CENTER INCORPORATED 160 MICKEY DS LOUNGE 168 ALL ELECTRONIC PARTS 200 VICTORIOS II WINTER SPRINGS 260 ART NUVEAU INCORPORATED 276 MISSING CHILDREN CENTER INCORPORATED 280 FREDS PRO FLIGHT ARCHERY 290 SEMINOLE BAKERIES 300 BADCOCK HOME FURNISHING CENTERS 330 NATICE'S UNISEX SALON PURDIE, GEORGE H 350 SIR WALTERS PUB 370 ROYAL SWEETS OF ORLANDO 404 CUMMINGS, NELSON 408 NIEVES, ANGEL 410 HARVEY, A T 412 SMART, EDGAR E 414 ALLEN, DOUGLAS 416 V JAYS FASHION DESIGN 418 RODRIGUEZ, WILLIAM 420 MCCRACKEN, CLEO J 422 DUNCAN, ARTHUR O 424 ARTHUR DUNCAN ACCOUNTING BOOKKEEPING & TAX SERVICE 426 AFFORDABLE LEGAL CLINIC INCORPORATED BINFORD, THOMAS A RAINBOW TRAVEL SERVICES INCORPORATED 500 FILLMAN, PHILLIP E MUSCLE PAIN CORRECTION 501 POWERS, A C 504 CARTER, K 506 CLARK, JAMES O 541 PAPA TONYS ITALIAN RESTAURANT 650 LESKOWYAK, K 680 CAKES ACROSS AMERICA SUN STATE ELECTRONICS 710 A BUDGET TREE SERVICE MEAGHER, JAMES J 822 SEMINOLE COUNTY PUBLIC SCHOOLS 839 WINTER SPRINGS BEAUTY SALON 845 BATTEN, IRA 870 EVANS, D W 1116 TAYLOR RENTAL 1126 WINTER SPRINGS CITY OF CITY HALL WINTER SPRINGS WATER & SEWER 1159 COTTON, R 1161 RICE, MARK W 1163 BOOTHE, HAROLD 1175 ROBERTS, CARL R 1205 MOBILE ORLANDO JAWAD INCORPORATED 346 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A23 SourceTarget Street Cross Street 2000 1271 SUBWAY SANDWICHES & SALADS 1420 KISINGER CAMPO & ASSOCIATES CORPORATION 1481 CONTRAVEST CONSTRUCTION COURTNEY PLACE 1501 HESS EXPRESS 347 - MILKY WAY EDR Digital Archive 7123398.5 Page: A24 SourceTarget Street Cross Street 2000 1270 MUNIZ, LUIS A 348 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A25 SourceTarget Street Cross Street 2000 130 SCHOOLS-PUBLIC SEMINOLE CNTY WINTER SPRINGS HIGH 190 GRIFFITH EDWARD W DVM VET GRIFFITH, E LAKE JESUP ANIMAL HOSPITAL 201 HI FLAVOR MEATS INCORPORATED 206 SOILEAU, BRUCE 290 BAILEY, HILDE E 300 LOFROOS, ROBERT W 395 LORD OF LIFE FELLOWSHIP 397 HI FLAVOR MEATS INCORPORATED 401 LOPEZ, BENITO 550 SCHOOLS-PUBLIC SEMINOLE CNTY INDN TRAILS MID SCHOO 575 ST STEPHENS CATHOLIC CHURCH 600 KEETH ELEMENTARY SCHOOL KEETH P T A ABSENTEE HOTLINE SCHOOLS-PUBLIC SEMINOLE CNTY KEETH ELEM SCHOOL 611 OCCUPANT UNKNOWN, 349 - MILKY WAY EDR Digital Archive 7123398.5 Page: A26 SourceTarget Street Cross Street 1995 1280 MCCOY, ANNA 1296 MUNOZ, JOSE R 350 - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A27 SourceTarget Street Cross Street 1995 7 BRACCO, LUCY 12 SARTORI, JAMES B 13 THOMPSON, JAMES M 20 DZIOLOWSKI, RAYMOND 25 SPOERING, D 33 DICEMBRE, MICHAEL J 35 DAVIS, K M 44 MELTON, F D 45 ADLINGTON, CHARLES F 47 OTHLING, B J 48 GALLAGHER, FRED J 73 OCCUPANT UNKNOWNN 82 WYNNE, JOHN 83 OCCUPANT UNKNOWNN 85 TAYLOR, CHARLES 90 WRUCK, WILLIAM B 93 CANTON, FRANK W 94 BOYD, G L 95 POWELL, H B 96 DIORIO, CARMINO 97 HOEY, FRANK 98 KNOWLES, HAROLD 99 HILL, E N 100 WOLF, MARY 101 TORCASO, JOHN V 106 HERRON, M J 110 LINDA ANDERSON 115 WILKERSON, V 117 NIREN, BEN 119 NEAL, THERESA E 121 SNYDER, DONALD G 122 PALOMBI, JOSEPH 123 BRANCH, I 127 SIMPSON, D H 129 BURNS, M J 130 OCCUPANT UNKNOWNN 132 KLINEHAN, DONALD 133 HANSON, J B 134 FELTON, RICHARD 136 HAGLEY, LEONARD M 137 KINNEE, ROBERT J SR 138 ANDRESAKES, GEORGE N 141 BERNE, ABRAHAM 144 PHILBRICK, Y 145 BOISDORF, JOHN 146 ATHERTON, V E EDER, D J 147 SPROULL, JAMES D 148 CRAWFORD, SIBERT E 150 MYERS, SHELDON L 351 (Cont'd) - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A28 SourceTarget Street Cross Street 1995 151 SMITH, RAMON W 152 KILLIAN, KENNY MORRILL, I 153 WARTLUFT, LEON 154 ROSSI, ANTHONY 155 ALLEN, GEORGE N 161 OCCUPANT UNKNOWNN 165 FOLEY, JAMES A 167 HUGHES, FRED G 169 WOOD, HELEN 176 MCKENZIE, J A 178 SHEPARDSON, LEROY M 179 GREENLEAF, A M 180 FORD, ROBERT 182 BEST, WILLIAM J 200 DUNN, JOE P OSTERHOUT, M E 201 SCHIERHOLZER, S M 207 ANDERSON, THOMAS E 211 HUTCHINSON, I A 220 FOSTER, KENNETH V 221 MULLINS, JAMES W 225 SMITH, L B 226 DUVAL, GUY E 227 SCHILL, D C 239 LOVETT, DAN S 252 PATTERSON, CHARLES JR 256 CUTRONI, JOHN F 258 HOWELL, KENNETH 263 PEARSON, ROY 264 OCCUPANT UNKNOWNN 267 ROGERS, L R 269 DILLON, WILMA A 273 FORSTER, ALBERT C 277 OCCUPANT UNKNOWNN 284 OCCUPANT UNKNOWNN 286 OCCUPANT UNKNOWNN 288 OCCUPANT UNKNOWNN 290 OCCUPANT UNKNOWNN 296 OCCUPANT UNKNOWNN 304 RAGLAND, WILLIAM H 306 WHATLEY, TOM 310 MCCALL, JAY 314 DZIOK, WALTER SR 315 LELLIS, MICHAEL R 319 DAUCHER, WILLIAM F 320 PITZER, F 327 GAHAGAN, WILLIAM 336 BRUND, JACQUE 339 HOWES, T 352 (Cont'd) - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A29 SourceTarget Street Cross Street 1995 345 OCCUPANT UNKNOWNN 348 BROPSON, FRANK 350 THOMAS, SAMUEL H 354 LUTE, ROBERT 359 SOLUSKI, FRANK G 360 DOLFI, H P 364 BROOKS, WALTER T 365 THORNBURGH, L M 367 GEE, RICHARD C 368 RICHARDSON, GEORGE I 387 DEPIZOL, T 388 OCCUPANT UNKNOWNN 391 REESE, WILLIAM J JR 403 OCCUPANT UNKNOWNN 404 CUMMINGS, ALLEN S 405 EARNSHAW, DONALD 407 HALL, HOWARD E 410 HARVEY, A T 411 SMART, EDGAR E 414 HUGHES, FRANK L 415 FRANCIS, F K 417 WAGNER, JAMES T 426 BINFORD, THOMAS A 439 PHILLIPS, JOHN G 442 LEAF, KENNETH T 443 RIGNEY, M 446 STRANG, WOODROW 447 LONDT, CHARLES F 450 OCCUPANT UNKNOWNN 459 FRANKENHEIM, NORMAN 468 KOENIG, EDNA 476 PARKS, F 479 KOBRIN, PAUL 481 GAUL, ROBERT 482 EMRICH, HARRY JONES, MILO J STANG, BERNARD P WRIEDE, ARTHUR G 500 KALEY, JAMES L KELLY, O A SINGER, HARRY TEDESCO, WILLIAM R 505 CLARK, JAMES O 510 OCCUPANT UNKNOWNN 515 LESKOWYAK, K 517 OCCUPANT UNKNOWNN 525 ALLY, STEPHEN ALVEO, JILMA ANDERSON, RHAMED BAKER, R 353 (Cont'd) - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A30 SourceTarget Street Cross Street 1995 525 FLUHARTY, RICHARD A GARRICK, C MARSHALL, E M MONTANEZ, JORGE SCHAEFER, ANDY STEVENS, BOB 549 OCCUPANT UNKNOWNN 551 ACTA, M ALLITON, KURT ALVAREZ, MARIA ARCE, ABRAHAM BENAMI, DORA BUSCHE, SARALEE M CONNELL, A J COUTERMARSH, KENNETH DELEON, L S GARRIDO, JOSE GEORGE, JANE GIL, EDGAR GONZALEZ, O GREEN, JOHN HERNANDEZ, WANDA KEENEY, KYLE A LABOSSIER, PAUL J LAMON, MICHAEL R LANGTEAU, L LAPLACA, VINCENT LIGHTON, H MATUTAT, TIM RANKIN, S VELEZ, LEANDRO WALTERS, P WANG, PEGGY WARLICK, SHAMBA WATTS, WAYNE ZAMBRANO, ANNA M 620 WINTER SPRINGS DENTAL LAB 621 MORRIS, ZANDI 661 OCCUPANT UNKNOWNN 810 NORWOOD, R 845 BELL, NELL 851 OCCUPANT UNKNOWNN 870 CARBONE, ANA 1065 US POST OFFICE 1130 BLUMBERG, JUANITA 1135 OCCUPANT UNKNOWNN 1159 OCCUPANT UNKNOWNN 1161 RICE, MARK W 1165 OCCUPANT UNKNOWNN 1175 ROBERTS, CARL R 354 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A31 SourceTarget Street Cross Street 1995 117 FULTON, ROBERT P 290 BAILEY, HILDE E 300 JUSHE, BONNIE 550 INDIAN TRAILS MIDDLE SCHOOL 575 ST STEPHENS CATHOLIC CHURCH 600 KEETH ELEMEMTARY SCHOOL 619 MABRY, NED B 628 FRASER, WESLEY E 355 - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A32 SourceTarget Street Cross Street 1992 200 DOLFI, H P HOWELL, KENNETH MORGAN, A W OSTERHOUT, H P ZANGMEISTER, B 286 BURT, PHILLIP S 320 PITZER, F 403 CUMMINGS, NELSON 410 LEEBRICK, PHIL 411 SMART, EDGAR E 426 BINFORD, THOMAS A 482 ADAMS, FRED ANDERSON, THOMAS E BROOKS, WALTER T COVINGTON, DUDLEY L DAMRON, JAMES M DEPIZOL, T DINSMORE, C M DUVAL, GUY E EMRICH, HARRY EVENSON, KENNETH FORSTER, ALBERT C FOSTER, KENNETH V FRANCIS, F K FRANKENHEIM, NORMAN GAHAGAN, WILLIAM GAUL, ROBERT GEBHARDT, ROBERT F GREIFFENDORF, C W GUGEL, MERL GUMBERT, EDGAR B HOWES, T HUGHES, FRANK L HUTCHINSON, I A JAYNES, MELVIN J JONES, MILO J KLEIN, NEIL W LAWLOR, MICHAEL B LEAF, KENNETH T LELLIS, MICHAEL R LONDT, CHARLES F LOVETT, DAN S MCCALL, JAY MOSS, NATHAN MULLINS, JAMES W MURDOCK, JOHN G NELSON, CARL H OBERG, HARRY E PAINTER, JOHN H PARKS, F 356 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A33 SourceTarget Street Cross Street 1992 482 RAGLAND, WILLIAM H REESE, WILLIAM J JR RICHARDSON, GEORGE I ROGERS, L R SCHILL, D C SHADOWENS, GEORGE W SHELLEM, WILLIAM SMITH, L B SOLUSKI, FRANK G STANG, BERNARD P STRANG, WOODROW TAYLOR, MAX A THORNBURGH, L M WRIEDE, ARTHUR G 500 ADLINGTON, CHARLES F ALLEN, GEORGE N ANDRESAKES, GEORGE N ATHERTON, V E BERNE, ABRAHAM BEST, WILLIAM J BOISDORF, JOHN BOYD, G L BRACCO, LUCY BRANCH, I BREITENBRUCK, JOSEPH BROPSON, FRANK BRUND, JACQUE BURNS, J R CANTON, FRANK W CRAIG, DARRELL R CRAWFORD, SIBERT E CUTRONI, JOHN F DAUCHER, WILLIAM F DAVIS, K M DELEON, VERNON C DESSEZ, ROBERT A DICEMBRE, MICHAEL J DILLON, WILMA A DIORIO, CARMINO DUNN, JOE P DZIOK, WALTER SR DZIOLOWSKI, RAYMOND EARNSHAW, DONALD EDER, D J FELTON, RICHARD FOLEY, JAMES A FORD, ROBERT GALLAGHER, FRED J GEE, RICHARD C GREENLEAF, A M 357 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A34 SourceTarget Street Cross Street 1992 500 HADAWAY, BILLY J HALL, HOWARD E HANSON, J B HAYDEN, THOMAS A HAZELETT, A N HERRON, M J HUGHES, FRED G KALEY, JAMES L KELLY, O A KILLIAN, KENNY KINNEE, ROBERT J SR KLINEHAN, DONALD KNOWLES, HAROLD KOBRIN, PAUL KOENIG, EDNA KRISTALYN, ROBERT C LUTE, ROBERT MCGINLEY, HAROLD W MCKENZIE, J A MELTON, F D MORLEY, E M MORRILL, I MYERS, SHELDON L NEAL, THERESA E NIREN, BEN OTHLING, B J PALOMBI, JOSEPH PATTERSON, CHARLES JR PEARSON, ROY PHILBRICK, Y PHILLIPS, JOHN G POWELL, H B RIGNEY, M ROSE, SUSAN H ROSSI, ANTHONY SARTORI, JAMES B SAVARESE, ROY SCHIERHOLZER, S M SHEPARDSON, LEROY M SIMPSON, D H SINGER, HARRY SMITH, RAMON W SNYDER, DONALD G SPOERING, WILLIAM G SPROULL, JAMES D TAYLOR, CHARLES TEDESCO, WILLIAM R THOMAS, SAMUEL H THOMPSON, JAMES M TORCASO, JOHN V 358 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A35 SourceTarget Street Cross Street 1992 500 WAGNER, JAMES T WARDER, ROBERT WARTLUFT, LEON WHATLEY, TOM WHITEHEAD, B J WHITTINGTON, H H WILKERSON, V WILLIAMS, S T WOLF, MARY WOOD, HELEN WRUCK, WILLIAM B WYNNE, JOHN 505 CLARK, JAMES O 515 LESKOWYAK, K 525 ALVEO, JILMA CARRILLO, GLADIS FLUHARTY, RICHARD A LEWIS, KATHRYN S MANIS, KENNETH E MARSHALL, E M MILLER, KEVIN R MILLER, LARRY M MORALES, CARMEN RIVERA, OLGA 551 ARANZA, ALBERT ARCE, ANDREW BENAMI, DORA BERMUDEZ, IVONNE BILLINGS, MICHAEL D BLOSS, M E BOGGESS, DAVE BOUCHER, JEAN P BRENNER, SKIP BURKE, JAY CHAMP, CATHRYN CHOKSHI, DINESH COLON, CARLOS CONNELL, A J CUTLER, J A DAPHNIS, F DAVID, ELAINE DAVIS, C K DAVIS, DAVE A DEANGELIS, M DEJESUS, THOMAS DELEDEZMA, ISABEL DELEON, L S DEWANEH, GHADEH DEXTRE, MYRTA DOBBS, TERRY 359 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A36 SourceTarget Street Cross Street 1992 551 DUVAK, CHRIS EDWARDS, SHAWN FIOL, ISAURA FRAZIER, JUSTUS F JR GARCIA, DARIO GARVER, THOMAS GAY, MICHAEL GINN, TIFFANY S GOMEZ, AFONZO GONZALEZ, AGUSTIN GONZALEZ, JOSE A GONZALEZ, O GUTIERREZ, DIANE HARDEMAN, DOROTHY HENNESSEY, J HERNANDEZ, WANDA HISEY, BRENT ISAZA, JORGE I JEAN, EDMOND R JOLLAY, HELEN O KEENEY, KYLE A LAJANO, JAMES LAPLACA, VINCENT LEWIS, JAMIE LOPEZ, F LOWMILLER, JILL MARINELLI, BRIAN MARTIN, KENNETH R MATHERS, JOSEPH MELENDEZ, ZAIDA MILLER, DAVID M MONTANEZ, JORGE MURDAUGH, C J OHL, STEPHEN OROURKE, MICHAEL A PAVAO, LOUIS PEDONE, SAMUEL PETIT, KARINE POWELL, STEVEN P RANKIN, S REAVES, J K REEVESJONES, CRIS RIDGWAY, M W RIVERA, IVAN G ROBSON, THERESA J RODRIGUEZ, FELIX J RODRIGUEZ, IRIS ROMAN, DAINA ROSTAMLOO, NEJDEH SAMMONS, C A 360 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A37 SourceTarget Street Cross Street 1992 551 SANTANA, ISABEL SANTOS, DOMINGO SCHULTZ, J SCOTT, DENNIS R SCOTT, F J SHELTON, JASON S SHUFELT, K SMETZER, MICHAEL STEVENS, SUSAN M THOMPSON, JOHN C THOMPSON, SHERRIE TSINTZAS, ALEX URRUTIA, ERICKA J VANANDEN, RAYMOND VELEZ, LEANDRO VENABLE, JAMES C WARREN, JOSEPH E WELSCH, JEFFREY WINSLETT, LEE ZAMBRANO, ANNA M ZAMBRANO, LEWIS 661 KIGGINS, J 701 PETTIT, ANNA P 810 NORWOOD, R 851 GRESHAM, DEBBIE 1161 RICE, MARK W 1175 ROBERTS, CARL R 361 - TUSCAWILLA RD EDR Digital Archive 7123398.5 Page: A38 SourceTarget Street Cross Street 1992 190 GRIFFITH EDWARD W 201 HI-FLAVOR MEATS INC 395 FRESH START MINISTRIES INC LORD OF LIFE LUTH CH 397 HI FLAVOR MEATS INC 575 ST STEPHENS CATH CH 600 KEETH ELEM SCHOOL 362 EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 September 20, 2022 7123398.4 363 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: 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- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2018 2015 2012 1994 1980 1972 1970 1962 09/20/22 Sutton Crossing Native Geoscience, Inc. Tuskawilla Rd & FL 434 2014 Edgewater Drive #246 Winter Springs, FL 32708 Orlando, FL 32804 7123398.4 Clinton Wilhelm EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Native Geoscience, Inc. 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. R0789.1 28.695011 28° 41' 42" North R0789.1 -81.262068 -81° 15' 43" West Zone 17 North 474399.98 3174224.33 42.92' 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 2022 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. 7123398 4 2364 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 2018 Source Sheets 2018 Casselberry 7.5-minute, 24000 2018 Oviedo 7.5-minute, 24000 2015 Source Sheets 2015 Casselberry 7.5-minute, 24000 2015 Oviedo 7.5-minute, 24000 2012 Source Sheets 2012 Casselberry 7.5-minute, 24000 2012 Oviedo 7.5-minute, 24000 1994 Source Sheets 1994 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1994 7123398 4 3365 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1980 Source Sheets 1980 Oviedo 7.5-minute, 24000 Aerial Photo Revised 1977 1980 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1977 1972 Source Sheets 1972 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1970 1970 Source Sheets 1970 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1970 1970 Oviedo 7.5-minute, 24000 Aerial Photo Revised 1970 1962 Source Sheets 1962 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1958 7123398 4 4366 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2018 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 2018, 7.5-minute E, Oviedo, 2018, 7.5-minute 7123398 4 5367 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2015 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 2015, 7.5-minute E, Oviedo, 2015, 7.5-minute 7123398 4 6368 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2012 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 2012, 7.5-minute E, Oviedo, 2012, 7.5-minute 7123398 4 7369 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1994 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1994, 7.5-minute 7123398 4 8370 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1980 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1980, 7.5-minute E, Oviedo, 1980, 7.5-minute 7123398 4 9371 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1972 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1972, 7.5-minute 7123398 4 10372 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1970 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1970, 7.5-minute E, Oviedo, 1970, 7.5-minute 7123398 4 11373 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1962 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1962, 7.5-minute 7123398 4 12374 Property Record Card Parcel 26-20-30-5AR-0A00-008D Property Address 434 SR WINTER SPRINGS, FL 32708 Parcel Information Value Summary 2022 Working Values 2021 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$620,600 $394,081 Land Value Ag Just/Market Value $620,600 $394,081 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $360,567 $157,687 P&G Adj $0 $0 Assessed Value $260,033 $236,394 2021 Tax Amount without Exemptions:$6,342.30 2021 Tax Bill Amount:$4,723.03 2021 Tax Savings with Exemptions:$1,619.27 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description PT OF LOT 8 DESC AS BEG INT WLY R/W ACL RR & NLY LI LOT 17 TUSKAWILLA EXT RUN NLY ALONG RR TO SLY R/W OVIEDO RD NWLY ALONG SLY R/W TO A PT N OF BEG S TO BEG (LESS RD) BLK A D R MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 Parcel 26-20-30-5AR-0A00-008D Owner(s) SCHRIMSHER LAND FUND 1985 LTD - Tenants in Common :50 SCHRIMSHER LAND FUND VI LTD - Tenants in Common :10.45908 SCHRIMSHER LAND FUND V LTD - Tenants in Common :39.54092 Property Adrress 434 SR WINTER SPRINGS, FL 32708 Mailing 600 E COLONIAL DR STE 100 ORLANDO, FL 32803-4647 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 10-VAC GENERAL-COMMERCIAL Exemptions None Agricultural Classification No Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$260,033 $0 $260,033 CITY WINTER SPRINGS $260,033 $0 $260,033 FIRE FUND $260,033 $0 $260,033 COUNTY GENERAL FUND $260,033 $0 $260,033 Schools $620,600 $0 $620,600 Sales Description Date Book Page Amount Qualified Vac/Imp ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008D Page 1/2 375 Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 62060 $10.00 $620,600 Building Information Permits Permit #Description Agency Amount CO Date Permit Date 26920 INSTALL OUTDOOR ADVERTISING SIGN Winter Springs $6,596 5/1/1995 00801 SITE PLAN REVIEW - ALSO INCLUDES LOT 8H Winter Springs $0 5/5/2010 Extra Features Description Year Built Units Value New Cost Zoning Zoning Zoning Description Future Land Use Future Land Use Description T-C Town Center District Utility Information Fire Station Power Phone(Analog)Water Provider Sewer Provider Garbage Pickup Recycle Yard Waste Hauler 26.00 DUKE AT&T WINTER SPRINGS CITY OF WINTER SPRINGS NA NA NA NA Political Representation Commissioner US Congress State House Voting PrecinctState Senate Dist 2 - Jay Zembower Dist 7 - Stephanie Murphy Dist 28 - David "Dave" Smith Dist 9 - Jason Brodeur 49 School Information Elementary School District Middle School District High School District Layer Indian Trails Winter Springs ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008D Page 2/2 376 Property Record Card Parcel 26-20-30-5AR-0A00-008H Property Address E 434 SR WINTER SPRINGS, FL 32708 Parcel Information Value Summary 2022 Working Values 2021 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$383,430 $243,478 Land Value Ag Just/Market Value $383,430 $243,478 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $236,126 $109,565 P&G Adj $0 $0 Assessed Value $147,304 $133,913 2021 Tax Amount without Exemptions:$3,918.51 2021 Tax Bill Amount:$2,793.40 2021 Tax Savings with Exemptions:$1,125.11 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description PT OF LOT 8 DESC AS FROM SE COR BLOCK C GARDENA FARMS TOWN SITES RUN N 55 DEG 28 MIN 13 SEC W 800 FT NWLY ALONG CURVE 1148.44 FT N 49 DEG 31 MIN 30 SEC E 250.50 FT TO POB RUN N 39 DEG 49 MIN 53 SEC W 659.48 FT NLY ALONG CURVE 133.83 FT TO POB RUN ELY ALONG CURVE 63.99 FT N 49 DEG 13 MIN 20 SEC E 22.84 FT N 50 DEG 22 MIN 25 SEC E TO WLY R/W SR 434 NWLY ALONG R/W TO WLY R/W OF RR SELY ALONG WLY R/W OF RR TO BEG (LESS PT NOT PLATTED) BLK A DR MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 & SEC 06 TWP 21S RGE 31E FROM SE COR BLOCK C GARDENA FARMS TOWN SITES RUN N 55 DEG 28 MIN 13 SEC W 800 FT NWLY ALONG CURVE 1148.44 FT N 49 DEG 31 MIN 30 SEC E 250.50 FT TO POB RUN N 39 DEG 49 MIN 53 SEC W 659.48 FT NLY ALONG CURVE 133.83 FT TO POB RUN ELY ALONG CURVE 63.99 FT N 49 DEG 13 MIN 20 SEC E 22.84 FT N 50 DEG 22 MIN 25 SEC E TO WLY R/W SR 434 NWLY ALONG R/W TO WLY R/W OF RR SELY ALONG WLY R/W OF RR TO BEG (LESS PT PLATTED) Parcel 26-20-30-5AR-0A00-008H Owner(s) SCHRIMSHER LAND FUND VI LTD - Tenants in Common :10.4591 SCHRIMSHER LAND FUND V LTD - Tenants in Common :39.5409 SCHRIMSHER LAND FUND 1986-II LTD - Tenants in Common :50 Property Adrress E 434 SR WINTER SPRINGS, FL 32708 Mailing 600 E COLONIAL DR STE 100 ORLANDO, FL 32803-4647 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 10-VAC GENERAL-COMMERCIAL Exemptions None Agricultural Classification No Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$147,304 $0 $147,304 CITY WINTER SPRINGS $147,304 $0 $147,304 FIRE FUND $147,304 $0 $147,304 COUNTY GENERAL FUND $147,304 $0 $147,304 Schools $383,430 $0 $383,430 ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008H Page 1/2 377 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 02/02/2017 08856 0546 $277,200 No Vacant Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 38343 $10.00 $383,430 Building Information Permits Permit #Description Agency Amount CO Date Permit Date 00490 CONSTRUCTION OF A 145 SUITE, 4 STORY RETIREMENT RESIDENCE.PAD PER PERMIT: 80 MICHAEL BLAKE BLVD. Winter Springs $25,405,047 7/8/2019 02739 CONSTRUCTION OF A RETAINING WALL.Winter Springs $162,200 8/15/2019 03654 CONSTRUCTION OF LIFT STATION Winter Springs $33,000 11/14/2019 Extra Features Description Year Built Units Value New Cost Zoning Zoning Zoning Description Future Land Use Future Land Use Description T-C Town Center District Utility Information Fire Station Power Phone(Analog)Water Provider Sewer Provider Garbage Pickup Recycle Yard Waste Hauler 26.00 DUKE AT&T WINTER SPRINGS CITY OF WINTER SPRINGS NA NA NA NA Political Representation Commissioner US Congress State House Voting PrecinctState Senate Dist 2 - Jay Zembower Dist 7 - Stephanie Murphy Dist 28 - David "Dave" Smith Dist 9 - Jason Brodeur 49 School Information Elementary School District Middle School District High School District Layer Indian Trails Winter Springs ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008H Page 2/2 378 Property Record Card Parcel 01-21-30-501-0000-0010 Property Address TUSKAWILLA RD WINTER SPRINGS, FL 32708 Parcel Information Value Summary 2022 Working Values 2021 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$1,200,293 $1,091,175 Land Value Ag Just/Market Value $1,200,293 $1,091,175 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $542,085 $492,804 P&G Adj $0 $0 Assessed Value $658,208 $598,371 2021 Tax Amount without Exemptions:$17,561.26 2021 Tax Bill Amount:$12,500.71 2021 Tax Savings with Exemptions:$5,060.55 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 1 + 2 + THAT PART OF LOTS 3 + 4 E OF GOLDENROD RD & 1/2 OF VACD ST ON S TUSKAWILLA PB 1 PG 5 Parcel 01-21-30-501-0000-0010 Owner(s)SCHOEN, PATTI A Property Adrress TUSKAWILLA RD WINTER SPRINGS, FL 32708 Mailing PO BOX 397 SCOTT DEPOT, WV 25560-0397 Subdivision Name TUSCAWILLA Tax District W1-WINTER SPRINGS DOR Use Code 1003-VAC FEEDER RD FRONTAGE Exemptions None Agricultural Classification No Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$658,208 $0 $658,208 CITY WINTER SPRINGS $658,208 $0 $658,208 FIRE FUND $658,208 $0 $658,208 COUNTY GENERAL FUND $658,208 $0 $658,208 Schools $1,200,293 $0 $1,200,293 Sales Description Date Book Page Amount Qualified Vac/Imp Land Method Frontage Depth Units Units Price Land Value ~/ParcelDetailInfo.aspx?PID=01213050100000010 Page 1/2 379 SQUARE FEET 145490 $8.25 $1,200,293 Building Information Permits Permit #Description Agency Amount CO Date Permit Date 01144 SITE SIGN - TUSKAWILLA RD & E SR 434 Winter Springs $604 5/5/2004 Extra Features Description Year Built Units Value New Cost Zoning Zoning Zoning Description Future Land Use Future Land Use Description T-C Town Center District Utility Information Fire Station Power Phone(Analog)Water Provider Sewer Provider Garbage Pickup Recycle Yard Waste Hauler 26.00 DUKE AT&T WINTER SPRINGS CITY OF WINTER SPRINGS NA NA NA NA Political Representation Commissioner US Congress State House Voting PrecinctState Senate Dist 2 - Jay Zembower Dist 7 - Stephanie Murphy Dist 28 - David "Dave" Smith Dist 9 - Jason Brodeur 49 School Information Elementary School District Middle School District High School District Layer Indian Trails Winter Springs ~/ParcelDetailInfo.aspx?PID=01213050100000010 Page 2/2 380 381 38 2 38 3 384 385 1 Cain Diehl From:Kristin Banks <Kristin@equinox-development.com> Sent:Monday, October 17, 2022 8:08 PM To:Cain Diehl Cc:Kirsten Davis; Ryan Stahl Subject:RE: Phase I Proposal - Sutton Crossings, Winter Springs Cain,     I confirmed with the Schoens the information provided from the questionnaire in 2020 is still accurate. Let me know if  you need anything else.     Thank you!       KRISTIN BANKS Development Coordinator O 407.628.0077 C 404.324.2874 630 S. Maitland Ave. Suite 100, Maitland, FL 32751 Kristin@equinox-development.com  Equinox-Development.com From: Cain Diehl <cdiehl@nativegeo.com>   Sent: Monday, October 17, 2022 9:36 AM  To: Kristin Banks <Kristin@equinox‐development.com>  Cc: Kirsten Davis <kirsten@equinox‐development.com>; Ryan Stahl <RStahl@equinox‐development.com>  Subject: RE: Phase I Proposal ‐ Sutton Crossings, Winter Springs    Good morning Kristin,    Any luck with Ms. Schoen?  We are ready to finalize the report once we hear back.  Thanks!    ____  Cain    From: Kristin Banks <Kristin@equinox‐development.com>   Sent: Thursday, October 13, 2022 9:49 AM  To: Cain Diehl <cdiehl@nativegeo.com>  Cc: Kirsten Davis <kirsten@equinox‐development.com>; Ryan Stahl <RStahl@equinox‐development.com>  Subject: RE: Phase I Proposal ‐ Sutton Crossings, Winter Springs    We will follow up with her‐   I’ll keep you posted.     386 Natural Attenuation Monitoring Quarterly Report Site: Handy Way Food Store #3333 170 Tuskawilla Road Winter Springs, Seminole County, Florida FDEP Facility No. 59/8516641 Work Order No.2013-59-W2072A Prepared for: David M. Press Orange County Environmental Protection Division 800 Mercy Drive, Suite 4 Orlando, Florida 32808 Prepared by: 320 East South Street Orlando, Florida 32801 (407) 304-4400 February 1, 2013 AECOM Project No. 60277373 387 388 Natural Attenuation Monitoring Quarterly Report Handy Way #3333 TABLE OF CONTENTS Section Page 1.0 INTRODUCTION ............................................................................................................. 1 2.0 GROUNDWATER SAMPLING ........................................................................................ 1 3.0 OBSERVATIONS/RECOMMENDATIONS ...................................................................... 2 4.0 CLOSURE ....................................................................................................................... 2 TABLES Table 1 Groundwater Elevation Table Table 2 Groundwater Monitor Well Analytical Summary FIGURES Figure 1 Site Map Figure 2 Groundwater Contour Map, January 23, 2013 Figure 3 Groundwater Contamination Map APPENDICES Appendix A Laboratory Analytical Report Appendix B FDEP Groundwater Sampling Logs 389 Natural Attenuation Monitoring Quarterly Report Handy Way #3333 L\Work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\ 1 February 2013 1.0 INTRODUCTION AECOM Technical Services, Inc.(AECOM), is pleased to present the Orange County Environmental Protection Division (OCEPD) with this Natural Attenuation Monitoring Quarterly Report for the former Handy Way #3333 site, located at 170 Tuskawilla Road, Winter Springs, Florida. Work at this site is being performed under Florida Department of Environmental Protection (FDEP) Petroleum Preapproval Program Work Order #2013-59-W 2072A and this report is intended to satisfy the requirements of the Event 2 and final deliverable. This report documents the recent groundwater sampling activities, consisting of the collection of groundwater samples from four existing monitor wells. Figure 1 presents the current site layout. 2.0 GROUNDWATER SAMPLING On January 23, 2013, AECOM personnel collected the required groundwater samples from monitor wells CW -2, MW-1, MW -4 and MW -16. The collected samples were analyzed by the selected laboratory for volatile organic aromatic compounds (VOA) by EPA Methods 8260B and for polynuclear aromatic hydrocarbons (PAH) by EPA Method 8270C. This groundwater sampling event was conducted in accordance with FDEP-SOP 001/01 guidance. Samples were placed on ice upon collection and kept on ice until they were delivered to the laboratory. Water level measurements were recorded from the monitor wells selected for sampling, prior to purging water from any of the wells. A summary of current and historical water level data for the site is provided in Table 1. A groundwater contour map for January 23, 2013 is provided as Figure 2. The groundwater flow direction at the site was determined to be southeast at the time of sampling, which is consistent with previous determinations. A review of the recent groundwater analytical results indicates th at no contaminant of concern was detected above FDEP GCTLs in any of the four wells sampled. Trace levels of contaminants were detected in MW-4, as indicated in the table below: Contaminant Detected Concentration (ug/l) FDEP GCTL (ug/l) Benzene Ethylbenzene Naphthalene 1-methylnaphthalene 2-methylnaphthalene 0.8 I 9.5 9.8 1.5 1.6 1 40 14 28 28 As indicated above, none of the contaminants detected in MW-4 exceed the FDEP GCTLs. This is the second consecutive quarterly sampling event for this site that indicates no contamination above FDEP cleanup criteria. A historical summary of groundwater monitor well analytical data is provided in Table 2. A current groundwater contamination map illustrating recent analytical data is provided as Figure 3. A copy of the laboratory analytical report for the groundwater sampling event is presented in Appendix A and FDEP groundwater sampling logs are provided in Appendix B. 390 Natural Attenuation Monitoring Quarterly Report Handy Way #3333 L\Work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\ 2 February 2013 3.0 OBSERVATIONS/RECOMMENDATIONS Upon review of the recent and historical groundwater analytical data, the following observations are offered: The current groundwater flow direction appears to be southeast, which is consistent with previous determinations. The recent groundwater analytical results indicate contaminant reductions such that no well/sample currently exceeds the FDEP GCTLs. This is the second consecutive quarterly sampling event where all wells sampled meet the FDEP cleanup criteria. AECOM recommends further Natural Attenuation Monitoring (NAM) be conducted at this site for an additional two quarters, in accordance with the approved NAM Approval Letter, dated October 8, 2012. Should the third and fourth quarter groundwater sampling results indicate that there are no contaminants detected above the FDEP GCTL, then the issuance of a Site Rehabilitation Completion Order will be recommended. However, if contaminant rebound is observed and active remediation should be considered necessary in the future, AECOM will evaluate short term, episodic air sparge/soil vapor extraction events for feasibility and cost effectiveness. 4.0 CLOSURE AECOM appreciates the opportunity to be of continued service to Orange County and the FDEP at this site. Should you have any questions or comments concerning this report, please do not hesitate to contact Dan Phillips at (407) 304-4434. 391 Tables 392 Florida Department of Environmental Protection Bureau of Waste Cleanup - Petroleum Cleanup Section Natural Attenuation Monitoring All Measurements = Feet No Data = Blank WELL NO.MW-1 MW-2 MW-3 MW-4 MW-5D MW-6 MW-7 MW-8 DIAMETER (IN.)2 2 2 2 2 2 2 2 WELL DEPTH (FT.)14.10 13.80 13.70 13.80 32.80 13.80 13.70 14.40 SCREEN INT. (FT.)4.1-14.1 3.8-13.8 3.7-13.7 3.8-13.8 27.8-32.8 3.8-13.8 3.7-13.7 1.9-14.4 TOC ELEVATION (FT.)49.84 49.92 49.46 49.50 50.01 50.34 49.86 49.58 DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 03/28/94 09/15/94 46.58 3.26 46.48 3.44 46.71 2.75 46.79 2.71 46.23 3.78 46.59 3.75 46.72 3.14 09/26/94 47.94 1.90 47.90 2.02 47.94 1.52 47.93 1.57 47.84 2.17 47.84 2.50 47.72 2.14 11/10/94 46.56 3.28 46.47 3.45 46.70 2.76 46.75 2.75 46.61 3.40 46.50 3.84 46.79 3.07 05/19/95 46.39 3.45 destroyed/46.35 3.11 46.42 3.08 destroyed/destroyed/46.46 3.40 06/02/95 46.04 3.80 abandoned 45.94 3.52 45.99 3.51 abandoned abandoned 46.04 3.82 46.06 3.52 06/21/95 46.40 3.44 46.48 2.98 46.56 2.94 46.62 3.24 46.63 2.95 08/08/95 48.04 1.80 48.29 1.17 48.37 1.13 48.42 1.44 48.55 1.03 12/18/95 45.74 4.10 46.01 3.45 46.03 3.47 45.97 3.89 46.27 3.31 06/29/00 41.89 7.95 42.05 7.41 42.08 7.42 41.93 7.93 42.21 7.37 10/26/00 42.96 6.54 11/30/00 42.04 7.80 42.13 7.33 42.16 7.34 42.20 7.66 42.19 7.39 01/29/01 41.23 8.61 41.28 8.18 41.31 8.19 41.37 8.49 41.34 8.24 05/24/01 40.76 9.08 40.73 8.73 40.87 8.63 40.91 8.95 40.81 8.77 06/04/01 41.10 8.36 41.20 8.30 41.24 8.34 11/02/01 44.97 4.87 45.13 4.33 45.20 4.30 45.32 4.54 45.29 4.29 02/22/02 43.58 6.26 43.81 5.65 43.74 5.76 43.80 6.06 43.82 5.76 07/23/02 45.19 4.65 45.45 4.01 45.57 3.93 45.55 4.31 45.72 3.86 10/04/02 45.93 3.91 46.31 3.15 46.48 3.02 46.59 3.27 46.67 2.91 05/20/03 44.48 5.36 44.70 4.76 44.77 4.73 44.86 5.00 44.89 4.69 08/28/03 45.94 3.90 46.25 3.21 46.39 3.11 46.46 3.40 46.60 2.98 11/20/03 44.55 5.29 44.90 4.56 44.88 4.62 44.95 4.91 45.01 4.57 02/27/04 44.09 5.75 44.18 5.28 44.27 5.23 44.25 5.61 44.37 5.21 06/03/04 42.23 7.61 42.33 7.13 42.39 7.11 42.46 7.40 42.43 7.15 12/07/04 45.63 4.21 44.86 4.60 44.94 4.56 44.98 4.88 45.07 4.51 04/18/05 44.19 5.65 44.37 5.09 44.43 5.07 44.46 5.40 44.53 5.05 10/14/05 45.54 4.30 45.81 3.65 45.90 3.60 45.92 3.94 46.08 3.50 04/28/06 42.59 7.25 42.51 6.95 42.55 6.95 42.56 7.30 41.78 7.80 11/21/06 42.59 7.25 42.65 6.81 42.70 6.80 42.76 7.10 42.78 6.80 06/28/07 41.99 7.85 42.22 7.24 42.20 7.30 42.21 7.65 42.27 7.31 12/05/07 41.56 8.28 41.60 7.86 41.71 7.79 41.81 8.05 41.73 7.85 07/17/08 42.75 7.05 11/06/08 45.24 4.60 45.54 3.92 45.94 3.86 45.78 3.80 07/31/12 43.27 6.57 43.45 6.01 43.81 5.99 43.58 6.00 10/24/12 44.62 5.22 45.18 4.62 01/23/13 43.21 6.63 43.67 6.13 TABLE 1: GROUNDWATER ELEVATION TABLE Facility ID#:598516641Facility Name:Handy Way #3333 Page 1 of 3 Rev: 2/1/2013 393 Florida Department of Environmental Protection Bureau of Waste Cleanup - Petroleum Cleanup Section Natural Attenuation Monitoring All Measurements = Feet No Data = Blank TABLE 1: GROUNDWATER ELEVATION TABLE Facility ID#:598516641Facility Name:Handy Way #3333 WELL NO.MW-9 MW-10 MW-11 MW-12 MW-13 MW-14 MW-15 MW-16 DIAMETER (IN.)2 2 2 2 2 2 2 2 WELL DEPTH (FT.)14.10 14.30 14.20 8.40 14.50 14.50 14.50 14.50 SCREEN INT. (FT.)1.6-14.1 4.3-14.3 1.7-14.2 3.4-8.4 4 - 14 4 - 14 4 - 14 4.5- 14.5 TOC ELEVATION (FT.)49.87 50.07 50.74 50.98 49.78 49.65 49.77 50.40 DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 03/28/94 09/15/94 09/26/94 11/10/94 05/19/95 06/02/95 45.14 4.73 45.91 4.16 45.83 4.91 06/21/95 46.73 3.14 46.47 3.60 46.29 4.45 08/08/95 48.57 1.30 48.22 1.85 48.07 2.67 12/18/95 46.26 3.61 45.53 4.54 45.29 5.45 45.13 5.85 06/29/00 42.04 7.83 41.91 8.16 41.83 8.91 abandoned 10/26/00 43.08 6.79 43.17 6.61 43.16 6.49 43.13 6.64 11/30/00 42.25 7.62 42.18 7.89 42.07 8.67 42.31 7.47 42.31 7.34 42.28 7.49 01/29/01 41.41 8.46 41.34 8.73 41.26 9.48 41.42 8.36 41.42 8.23 41.42 8.35 41.28 9.12 05/24/01 40.91 8.96 40.84 9.23 40.77 9.97 40.87 8.91 40.91 8.74 40.93 8.84 40.92 9.48 06/04/01 41.10 8.97 41.06 9.34 11/02/01 45.42 4.45 45.22 4.85 45.74 4.04 45.55 4.10 45.56 4.21 45.05 5.35 02/22/02 43.86 6.01 43.76 6.31 43.62 7.12 44.10 5.68 44.03 5.62 43.97 5.80 43.66 6.74 07/23/02 45.71 4.16 45.46 4.61 45.26 5.48 46.67 3.11 46.30 3.35 46.01 3.76 45.29 5.11 10/04/02 46.81 3.06 46.33 3.74 46.42 4.32 47.48 2.30 47.28 2.37 47.08 2.69 46.06 4.34 05/20/03 44.97 4.90 44.71 5.36 44.50 6.24 45.37 4.41 45.23 4.42 45.12 4.65 44.65 5.75 08/28/03 46.70 3.17 46.27 3.80 46.03 4.71 47.44 2.34 47.21 2.44 47.00 2.77 46.00 4.40 11/20/03 45.06 4.81 44.82 5.25 46.53 4.21 45.55 4.23 45.40 4.25 45.28 4.49 44.65 5.75 02/27/04 44.36 5.51 44.19 5.88 46.33 4.41 45.03 4.75 44.77 4.88 44.55 5.22 44.15 6.25 06/03/04 42.49 7.38 42.42 7.65 42.53 7.25 42.54 7.11 42.53 7.24 42.35 8.05 12/07/04 45.13 4.74 44.86 5.21 45.68 4.10 45.52 4.13 45.36 4.41 44.69 5.71 04/18/05 44.58 5.29 44.37 5.70 44.20 6.54 45.00 4.78 44.88 4.77 44.75 5.02 44.26 6.14 10/14/05 46.14 3.73 45.79 4.28 45.56 5.18 46.79 2.99 46.61 3.04 46.40 3.37 45.58 4.82 04/28/06 42.63 7.24 42.52 7.55 42.45 8.29 42.74 7.04 42.68 6.97 42.67 7.10 42.41 7.99 11/21/06 42.86 7.01 42.72 7.35 42.59 8.15 43.03 6.75 42.99 6.66 42.93 6.84 42.63 7.77 06/28/07 42.32 7.55 42.59 8.71 42.57 7.21 42.50 7.15 42.42 7.35 42.08 8.32 12/05/07 41.86 8.01 41.77 8.30 41.98 7.80 41.95 7.70 41.92 7.85 41.66 8.74 11/06/08 45.31 5.09 07/31/12 43.35 7.39 43.36 7.04 10/24/12 44.68 5.72 01/23/13 43.25 7.15 unable to open Could not locate Could not locate Could not locate Page 2 of 3 Rev: 2/1/2013 394 Florida Department of Environmental Protection Bureau of Waste Cleanup - Petroleum Cleanup Section Natural Attenuation Monitoring All Measurements = Feet No Data = Blank TABLE 1: GROUNDWATER ELEVATION TABLE Facility ID#:598516641Facility Name:Handy Way #3333 WELL NO.MW-17 MW-18 CW-1 CW-2 CW-3 CW-4 DIAMETER (IN.)2 2 2 2 2 2 WELL DEPTH (FT.)15.00 13.14 14.70 11.20 14.40 14.60 SCREEN INT. (FT.)5-15 3-13.14 -2.0-11.2'-- TOC ELEVATION (FT.)48.71 49.80 50.31 49.80 49.99 50.44 DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 03/28/94 44.61 5.70 44.61 5.19 44.47 5.52 44.44 6.00 09/15/94 09/26/94 47.76 2.55 47.90 1.90 47.89 2.10 47.86 2.58 11/10/94 46.64 3.67 46.75 3.05 46.55 3.44 46.49 3.95 05/19/95 destroyed/destroyed/destroyed/ 06/02/95 abandoned 44.97 4.83 abandoned abandoned 06/21/95 46.48 3.32 08/08/95 48.24 1.56 12/18/95 45.74 4.06 06/29/00 41.94 7.86 10/26/00 42.94 6.86 11/30/00 42.14 7.66 01/29/01 41.23 7.48 41.27 8.53 05/24/01 40.74 7.97 40.90 8.90 06/04/01 11/02/01 44.68 4.03 44.31 5.49 02/22/02 43.59 5.12 43.69 6.11 07/23/02 45.16 3.55 45.51 4.29 45.40 4.40 10/04/02 46.11 2.60 46.55 3.25 46.23 3.57 05/20/03 44.42 4.29 44.75 5.05 44.43 5.37 08/28/03 45.73 2.98 46.38 3.42 46.19 3.61 11/20/03 44.51 4.20 44.86 4.94 44.73 5.07 02/27/04 44.05 4.66 44.22 5.58 44.16 5.64 06/03/04 42.29 6.42 42.40 7.40 42.35 7.45 12/07/04 44.54 4.17 44.91 4.89 44.78 5.02 04/18/05 44.20 4.51 44.43 5.37 44.33 5.47 10/14/05 45.49 3.22 45.88 3.92 45.72 4.08 04/28/06 42.44 6.27 42.53 7.27 42.50 7.30 11/21/06 42.54 6.17 42.72 7.08 42.65 7.15 06/28/07 42.19 7.61 42.10 7.70 12/05/07 41.71 8.09 41.65 8.15 07/17/08 42.25 7.55 11/06/08 45.42 4.38 07/31/12 43.54 6.26 43.42 6.38 10/24/12 44.76 5.04 1/23/2013 43.30 6.50Notes:Elevations are in feet referenced to a Seminole County roadway bench mark of 49.63 feet AMSL. The top of casing elevation is slightly below ground. CW-2 was repaired May 31, 1995, and the top of casing elevation changed slightly. Page 3 of 3 Rev: 2/1/2013 395 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 MW-1 09/26/94 <1 <1 <1 <3 <2 <5 <1 <0.02 05/19/95 <1 <1 <1 <3 <2 06/29/00 <1 <1 <1 <3 <2 02/22/02 <1 <1 <1 <3 10 <5 <5 <5 07/23/02 <1 <1 <1 <3 20 <5 <5 <5 10/04/02 <1 <1 <1 <3 5 <5 <5 <5 05/20/03 <1 <1 <1 <3 <1 <5 <5 <5 08/28/03 <1 <1 <1 <3 <1 <5 <5 <5 11/20/03 <1 <1 <1 <3 <2 <5 <5 <5 02/27/03 <1 <1 <1 <3 <5 <5 <5 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 10/14/05 <1 <1 <1 <3 <5 <1 <1 <1 05/01/06 1 U 6 1 U 3 U 5 U 1.0 U 1.0 U 1.0 U 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.16 U 0.12 U 0.23 U 12/05/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.18 U 0.19 U 0.21 U 11/06/08 4.9 1.0 U 2.6 1.5 U 1.0 U 15 0.36 I 0.40 I 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 10/24/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 01/23/13 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.13 I 0.10 U 0.10 U MW-2 09/26/94 <1 <1 <1 <3 <2 <5 <1 <0.02 EDB2MTBE1Naphthalene Facility ID#: 598516641 L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 1 of 8 Rev: 2/1/2013 396 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-3 09/26/94 <1 6 <1 <3 <2 <5 <1 <0.02 05/19/95 <1 <1 <1 <3 <2 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 06/04/01 <1 <1 <1 <3 9 <5 <5 <5 11/02/01 <1 <1 <1 <3 6 02/22/02 <1 <1 <1 <3 2 07/23/02 <1 <1 <1 <3 6 10/04/02 <1 <1 <1 <3 <1 05/20/03 <1 <1 <1 <3 <1 08/28/03 <1 <1 <1 <3 <1 11/20/03 <1 <1 <1 <3 <2 02/27/04 <1 <1 <1 <3 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 2 of 8 Rev: 2/1/2013 397 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-4 09/27/94 370 420 430 1690 19 12 <1 <0.02 05/19/95 390 5 560 269 13 08/08/95 490 10 700 390 210 06/29/00 150 <10 600 <30 <20 Duplicate 06/29/00 150 <10 610 <30 <20 10/26/00 82 <10 200 <30 <20 Duplicate 10/26/00 79 <10 180 <30 <20 01/29/01 16 <1.0 53 5.0 3.0 210 71 40 <5.0 06/04/01 30 <1 48 4*3.0 180 65 37 11/02/01 14 1 57 5 24 77 20 25 02/22/02 44 3 248 3*<1 88 25 18 07/23/02 23 2 96 4 5 99 24 21 10/04/02 17 1 86 <4 <1 76 22 18 05/20/03 13 1 59 3 <1 51 14 13 08/28/03 11 1 90 <3 <1 75 20 15 11/20/03 11 1 62 4 <2 83 25 21 02/27/04 4 <1 17 <3 <5 38 11 9 06/03/04 12 2 37 4 <5 148 38 30 12/07/04 6 4 68 7 <5 57 17 11 04/18/05 2 <1 17 <3 <5 49 11 9.5 10/14/05 5 0.9 67 2.6 <5 79 20 14 04/28/06 4 0.6 I 37 2.2 I 5 U 30 7.5 7.5 11/21/06 1 0.5 U 10 1.7 U I 2.8 I 57 10 6.5 06/28/07 6 1.0 U 94 1.6 I 1.0 U 43 6.9 7.3 12/05/07 1.5 1.0 U 24 1.5 U 1.0 U 23 4.7 4.2 07/17/08 0.7 I 1.0 U 18 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 11/06/08 1.6 1.0 U 50 1.5 U 1.0 U 18 2.8 2.3 07/31/12 1.2 1.0 U 15 1.5 U 1.0 U 25 2.4 4.2 10/24/12 0.5 I 1.0 U 6.3 1.5 U 1.0 U 7.8 0.92 0.6 01/23/13 0.8 I 1.0 U 9.5 1.5 U 1.0 U 9.8 1.5 1.6 L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 3 of 8 Rev: 2/1/2013 398 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-5D 09/27/94 <1 <1 <1 <3 <2 131 <1 <0.02 MW-6 09/27/94 <1 <1 <1 <3 <2 <5 <1 <0.02 MW-7 09/26/94 <1 <1 <1 <3 <2 <5 <1 <0.02 05/19/95 <1 <1 <1 <3 <2 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 MW-8 06/02/95 4 <1 <1 10 4400 18 <1 <0.02 08/08/95 1 3 1 8 44 06/29/00 <1.0 <1.0 <1.0 <3.0 6.0 ** 01/29/01 <1.0 <1.0 <1.0 <3.0 14 <10 <10 <10 <5.0 06/04/01 <1 <1 <1 <3 43 11/02/01 <1 <1 <1 <3 <1 02/22/02 <1 <1 <1 <3 1 07/23/02 <1 <1 <1 <3 4 10/04/02 <1 <1 <1 <3 <1 05/20/03 <1 <1 <1 <3 <1 08/28/03 <1 <1 <1 <3 <1 11/20/03 <1 <1 <1 <3 <2 02/27/04 <1 <1 <1 <3 <5 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.16 U 0.12 U 0.23 U 12/05/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.18 U 0.19 U 0.21 U 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 4 of 8 Rev: 2/1/2013 399 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-9 06/02/95 <1 <1 <1 <3 <2 15 <1 <0.02 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 10/26/00 <1.0 <1.0 <1.0 <3.0 <2.0 01/29/01 <1.0 <1.0 <1.0 <3.0 <2.0 <10 <10 <10 <5.0 MW-10 06/02/95 <1 800 2 3 2300 20 <1 <0.02 08/08/95 <1 3 <1 <3 16 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 06/04/01 <1 <1 <1 <3 <1 <5 <5 <5 04/28/06 2 U MW-11 06/02/95 <1 <1 <1 <3 <2 31 <1 <0.02 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 10/14/05 <1 <1 <1 <3 <5 <1 <1 <1 04/28/06 2 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U MW-12 12/18/95 <1 <1 <1 <3 <2 MW-13 10/26/00 <1.0 <1.0 <1.0 <3.0 <2.0 MW-14 10/26/00 <1 <1 45 3 20 11/22/00 <1 <1 <1 <3 15 01/29/01 <1 <1 <1 <3 6 L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 5 of 8 Rev: 2/1/2013 400 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-15 10/26/00 <1 <1 <1 <3 4 MW-16 01/29/01 <1.0 <1.0 <1.0 3.0 <2.0 <10 <10 <10 150 06/04/01 <1 <1 <1 <3 <1 <5 11/02/01 <1 <1 <1 <3 <1 02/22/02 <1 <1 <1 <3 <1 07/23/02 <1 <1 <1 <3 <1 10/04/02 <1 <1 <1 <3 <1 05/20/03 <1 <1 <1 <3 <1 08/28/03 <1 <1 <1 <3 <1 11/20/03 <1 <1 <1 <3 <2 02/27/04 <1 <1 <1 <3 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 04/18/05 <1 <1 <1 <3 <5 <1 <1 <1 10/14/05 <1 <1 <1 <3 <5 <1 <1 <1 04/28/06 1 U 1 U 1 U 3 U 5 U 0.5 I 1.0 U 1.0 U 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.16 U 0.12 U 0.23 U 12/05/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.18 U 0.19 U 0.21 U 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 10/24/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 01/23/13 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U MW-17 01/29/01 <1.0 <1.0 <1.0 <3.0 <2.0 <10 <10 <10 18 04/28/06 2 U 11/21/06 0.004 I L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 6 of 8 Rev: 2/1/2013 401 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-18 07/23/02 <1 <1 <1 <3 <1 <5 <5 <5 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U CW-1 03/28/94 <1 <1 <1 <3 <2 09/27/94 <1 2 <1 <3 <2 <5 <1 <0.02 CW-2 03/28/94 140 <10 410 380*<20 09/27/94 700 20 890 840 24 <5 <10 <0.02 Duplicate 09/27/94 610 20 840 820 20 <5 <10 <0.02 06/02/95 8 <1 22 <3 3 11 <1 <0.02 08/08/95 1 <1 2 <3 100 06/29/00 6.2 <1.0 67 <3.0 <2.0 10/26/00 82 <1 200 <3 <2 06/04/01 6 1 44 3 3 37 5 <5 11/02/01 <1 <1 <1 <3 <1 <5 <5 <5 02/22/02 <1 <1 <1 <3 <1 <5 <5 <5 07/23/02 <1 <1 9 <3 <1 <5 <5 <5 10/04/02 <1 <1 <1 <3 <1 <5 <5 <5 05/20/03 <1 <1 3 <3 <1 <5 <5 <5 08/28/03 <1 <1 <1 <3 <1 <5 <5 <5 11/20/03 <1 <1 8 <3 <2 <5 <5 <5 02/27/04 <1 <1 19 <3 <5 11 5.6 <5 06/03/04 <1 <1 5 <3 <5 <5 <5 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 04/18/05 <1 <1 <1 <3 <5 1.1 <1 <1 10/14/05 <1 <1 5 <3 <5 11 7.4 4.8 04/28/06 1 U 1 U 0.9 I 3 U 5 U 3.4 2.7 1.7 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 2 1.5 U 1.0 U 4.5 2.8 1.5 I 12/05/07 0.5 U 1.0 U 2.2 1.5 U 1.0 U 3.1 2.3 1.7 07/17/08 0.5 U 1.0 U 2.1 1.5 U 1.0 U 6.8 1.1 1.9 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 10/24/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 01/23/13 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 7 of 8 Rev: 2/1/2013 402 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 CW-3 03/28/94 560 <10 120 61*120 09/27/94 290 <10 320 80*20 8 <10 <0.02 CW-4 03/28/94 <1 <1 <1 <3 15 09/27/94 <1 <1 <1 <3 <2 <5 <1 <0.02 Note: 1. MTBE = Methyl tert butyl ether 2. EDB = 1,2 Dibromoethane 3. GCTLs = Groundwater Cleanup Target Levels 4. NADCs= Natural Attenuation Default Concentrations # indicates dissolved lead was also run on this sample, with results of <0.005 mg/L. U indicates the compound was analysed but not detected. I indicates the reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 8 of 8 Rev: 2/1/2013 403 Figures 404 40 5 40 6 40 7 Appendix A Laboratory Analytical Report 408 Thank you Mr. Daniel Phillips for the opportunity to be of service to you and your company; we Sincerely Appreciate Your Business. SRL certifies these Laboratory Results were produced in accordance with NELAC Standards. Hold times and preservation requirements were met for all analytes unless specifically noted in the report. Results relate only to the samples as received. Client Name: AECOM Date(s) Collected: 01/23/13 Contact Name: Daniel Phillips Date Received: 01/23/13 Project Name: HW 3333 Time Received: 13:18 Project Number: NA Date Reported : 01/31/13 Phone Number: (407) 304-4400 Date Facsmiled : 01/31/13 Fax Number: (407) 304-4401 SRL Work Order # 13-01024 SRL WO # Clients # Matrix Analysis Requested 13-01024-001 CW-2/0123/13 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-002 MW-1/012313 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-003 MW-4/012313 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-004 MW-16/012313 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-005 Trip Blank Liquid EPA8260 (VOA) Sherri Payne Vice President & Quality Assurance Officer Southern Research Laboratories, Inc. 2251 Lynx Lane, Suite 1 Orlando, Florida 32804 (407) 522-7100 Fax (407) 522-7043 Toll Free 1 (888) 420-Test This report shall not be reproduced except in full, without written approval of the laboratory. Page 1 of 5 409 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL Client ID #: CW-2/0123/13 MW-1/012313 MW-4/012313 MW-16/012313 SRL (Lab) ID#:13-01024-001 13-01024-002 13-01024-003 13-01024-004 Date Collected :01/23/13 01/23/13 01/23/13 01/23/13 Lab FDOH Certification # :E83484 E83484 E83484 E83484 Date Prepared :01/29/13 01/29/13 01/29/13 01/29/13 Date Analyzed :01/29/13 01/29/13 01/29/13 01/29/13 MDL PQL CAS Number Methyl-tert-butyl-ether 1.0 U 1.0 U 1.0 U 1.0 U 1.0 3.0 1634-04-4 Benzene 0.5 U 0.5 U 0.8 I 0.5 U 0.5 1.0 71-43-2 Toluene 1.0 U 1.0 U 1.0 U 1.0 U 1.0 2.0 108-88-3 Chlorobenzene 0.2 U 0.2 U 0.2 U 0.2 U 0.2 1.0 108-90-7 Ethylbenzene 0.5 U 0.5 U 9.5 0.5 U 0.5 1.0 100-41-4 m & p Xylene 1.0 U 1.0 U 1.0 U 1.0 U 1.0 2.0 108-38-3/106-42-3 o-Xylene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 95-47-6 1,3-Dichlorobenzene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 541-73-1 1,4-Dichlorobenzene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 106-46-7 1,2-Dichlorobenzene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 95-50-1 Total BTEX 3.5 U 3.5 U 12.8 3.5 U 3.5 7.0 NA Units :ug/L ug/L ug/L ug/L ug/L ug/L Dilution Factor (MEDF) :111111 Surrogate (% Rec):(Surrogate Control Limits) 4-Bromofluorobenzene 78.8% 78.3% 92.1% 79.7%70-130 Client ID #: Trip Blank SRL (Lab) ID#:13-01024-005 Date Collected :01/21/13 Lab FDOH Certification # :E83484 Date Prepared :01/29/13 Date Analyzed :01/29/13 MDL PQL CAS Number Methyl-tert-butyl-ether 1.0 U 1.0 3.0 1634-04-4 Benzene 0.5 U 0.5 1.0 71-43-2 Toluene 1.0 U 1.0 2.0 108-88-3 Chlorobenzene 0.2 U 0.2 1.0 108-90-7 Ethylbenzene 0.5 U 0.5 1.0 100-41-4 m & p Xylene 1.0 U 1.0 2.0 108-38-3/106-42-3 o-Xylene 0.5 U 0.5 1.0 95-47-6 1,3-Dichlorobenzene 0.5 U 0.5 1.0 541-73-1 1,4-Dichlorobenzene 0.5 U 0.5 1.0 106-46-7 1,2-Dichlorobenzene 0.5 U 0.5 1.0 95-50-1 Total BTEX 3.5 U 3.5 7.0 NA Units :ug/L ug/L ug/L Dilution Factor (MEDF) :111 Surrogate (% Rec):(Surrogate Control Limits) 4-Bromofluorobenzene 78.8%70-130 EPA Method 5030/8260B VOA {602} Compounds in Water by GC-MS Page 2 of 5 410 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL Client ID #: CW-2/0123/13 MW-1/012313 MW-4/012313 MW-16/012313 SRL (Lab) ID#:13-01024-001 13-01024-002 13-01024-003 13-01024-004 Date Collected :01/23/13 01/23/13 01/23/13 01/23/13 Lab FDOH Certification # :E83484 E83484 E83484 E83484 Date Extracted :01/29/13 01/29/13 01/29/13 01/29/13 Date Analyzed :01/30/13 01/30/13 01/30/13 01/30/13 MDL PQL CAS Number Naphthalene 0.10 U 0.13 I 9.8 0.10 U 0.10 0.50 91-20-3 2-Methylnaphthalene 0.10 U 0.10 U 1.6 0.10 U 0.10 0.50 91-57-6 1-Methylnaphthalene 0.10 U 0.10 U 1.5 0.10 U 0.10 0.50 90-12-0 Acenaphthylene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 208-96-8 Acenaphthene 0.10 U 0.10 U 0.12 I 0.10 U 0.10 0.50 83-32-9 Fluorene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 86-73-7 Phenanthrene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 85-01-8 Anthracene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 120-12-7 Fluoranthene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 206-44-0 Pyrene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 129-00-0 Benzo (a) anthracene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 56-55-3 Chrysene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 218-01-9 Benzo (b) fluoranthene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 205-99-2 Benzo (k) fluoranthene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 207-08-9 Benzo (a) pyrene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 50-32-8 Indeno (1,2,3-cd) pyrene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 193-39-5 Dibenzo (a,h) anthracene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 53-70-3 Benzo (g,h,i) perylene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 191-24-2 Units :ug/L ug/L ug/L ug/L ug/L ug/L Dilution Factor (MEDF) :111111 Surrogate (% Rec)(Surrogate Control Limits) Nitrobenzene-D5 76.3% 80.1% 86.3% 79.6%60-140 2-Fluorobiphenyl 101.4% 88.8% 84.1% 92.6%60-140 p-Terphenyl-D14 105.0% 98.9% 91.6% 101.4%60-140 EPA Method 3510/8270C-SIM Polynuclear Aromatic Hydrocarbon Compounds in Water by GC-MS Page 3 of 5 411 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL Client ID #: Method Blank SRL (Lab) ID#:MB012913 Date Collected :NA Lab FDOH Certification # :E83484 Date Extracted :01/29/13 Date Analyzed :01/30/13 MDL PQL CAS Number Naphthalene 0.10 U 0.10 0.50 91-20-3 2-Methylnaphthalene 0.10 U 0.10 0.50 91-57-6 1-Methylnaphthalene 0.10 U 0.10 0.50 90-12-0 Acenaphthylene 0.10 U 0.10 0.50 208-96-8 Acenaphthene 0.10 U 0.10 0.50 83-32-9 Fluorene 0.10 U 0.10 0.50 86-73-7 Phenanthrene 0.10 U 0.10 0.50 85-01-8 Anthracene 0.10 U 0.10 0.50 120-12-7 Fluoranthene 0.10 U 0.10 0.50 206-44-0 Pyrene 0.10 U 0.10 0.50 129-00-0 Benzo (a) anthracene 0.05 U 0.05 0.10 56-55-3 Chrysene 0.10 U 0.10 0.50 218-01-9 Benzo (b) fluoranthene 0.05 U 0.05 0.10 205-99-2 Benzo (k) fluoranthene 0.10 U 0.10 0.50 207-08-9 Benzo (a) pyrene 0.10 U 0.10 0.50 50-32-8 Indeno (1,2,3-cd) pyrene 0.05 U 0.05 0.10 193-39-5 Dibenzo (a,h) anthracene 0.05 U 0.05 0.10 53-70-3 Benzo (g,h,i) perylene 0.10 U 0.10 0.50 191-24-2 Units :ug/L ug/L ug/L Dilution Factor (MEDF) :111 Surrogate (% Rec)(Surrogate Control Limits) Nitrobenzene-D5 78.1%60-140 2-Fluorobiphenyl 81.3%60-140 p-Terphenyl-D14 110.8%60-140 % Recovery Acceptable %RPD Acceptable LCS/MS/MSD Limits MS/MSD Limits Naphthalene 95/86/88 60-140 2.1 30 Fluorene 103/101/104 60-140 1.3 30 Fluoranthene 92/89/90 60-140 1.0 30 Chrysene 86/89/87 60-140 1.7 30 Benzo (a) pyrene 83/81/83 60-140 2.4 30 EPA Method 3510/8270C-SIM Polynuclear Aromatic Hydrocarbon Compounds in Water by GC-MS Page 4 of 5 412 Southern Research Laboratories, Inc. Quality Assurance/Quality Control Report Client:AECOM SRL# 13-01024 Project:NA QC012813009.D Handy Way 3333 MSQC012813 25-26.D Winter Garden, FL Spiked sample 012813014.D {MW-9} Method Blank Value LCS Obs. Value LCS True Value LCS % Rec. Sample Value Spike Amount Added MS Value MSD Value MS % Rec.MSD % Rec. % Rec. Control Lower Limit % Rec. Control Upper Limit % RPD RPD Control Limits 1,1-Dichloroethene (8) 0 32.0 25.0 128 0 25 21.9 24.4 88 98 70 130 10.8 30 Trans-1-2-Dichloroethene (11) 0 26.1 25.0 104 0 25 31.8 32.0 127 128 70 130 0.6 30 Chloroform (19) 0 27.2 25.0 109 0 25 27.6 27.6 110 110 70 130 0.2 30 Benzene (25) 0 28.8 25.0 115 1.2 25 24.6 25.1 93 96 70 130 2.2 30 Trichloroethene (28) 0 26.2 25.0 105 0 25 20.3 21.4 81 86 70 130 5.3 30 1,2-Dichloropropane (31) 0 30.8 25.0 123 0 25 24.7 26.3 99 105 70 130 6.2 30 Toluene (35) 0 26.5 25.0 106 0 25 20.6 21.4 82 86 70 130 3.8 30 Tetrachloroethene (36) 0 26.3 25.0 105 0 25 19.9 20.8 80 83 70 130 4.3 30 Chlorobenzene (44) 0 22.5 25.0 90 0 25 17.4 17.6 70 70 70 130 0.9 30 Ethylbenzene (45) 0 25.9 25.0 103 0 25 21.3 22.3 85 89 70 130 4.6 30 o-Xylene (48) 0 23.3 25.0 93 0 25 20.2 20.8 81 83 70 130 2.9 30 VOC Analytes Surrogates: Dibromofluoromethane 108 10.0 10 100 107 10 11.3 11.3 113 113 70 130 0.2 30 1.2-Dichloroethane-D4 126 11.2 10 112 108 10 11.3 11.4 113 114 70 130 0.5 30 Toluene-D8 90.7 10.1 10 101 82.8 10 10.4 10.7 104 107 70 130 2.7 30 4-Bromofluorobenzene 100 9.2 10 92.4 85.6 10 8.3 8.3 82.9 83 70 130 0.5 30 SRL Quality Assurance Officer 01-28-13 VOC.xls 41 3 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL When quality control results are outside established control limits reanalysis, including re-extraction (if applicable), is preferred. If re-analysis is not viable or desirable, then results may be qualified. Sample results associated with quality control data that exceed acceptance criteria will be qualified with an appropriate comment. D = Data reported from a dilution and or multiple dilutions. I = Estimated Value, The reported value is between the Laboratory Method Detection Limit (MDL) and the Laboratory Practical Quantitation Limit (PQL) J = Estimated value L = Off-Scale high; exceeds the linear range or highest calibration standard. O = Sampled, but analysis lost or not performed Q = Sample held beyond normal holding time U = indicates the compound was analyzed for, but not detected. The numerical value preceding the “U” is the limit of detection for that compound based upon the dilution. MEDF = Matrix Effected Dilution Factor. V = Analyte was detected in both the sample and associated Laboratory Method Blank; Laboratory Contamination Y = The analysis was from an unpreserved or improperly preserved sample. The data may not be accurate Unless otherwise noted, ug/Kg and mg/Kg denote dry weight. (SOILS) Actual Reporting Limit will depend on moisture content of sample and the amount of sample received. DATA QUALIFIER CODES Reporting Exceptions and Qualified Data Page 5 of 5 414 41 5 Appendix B FDEP Groundwater Sampling Logs 416 417 418 419 420 421 422 42 3 42 4 42 5 42 6 42 7 42 8 42 9 43 0 43 1 43 2 43 3 43 4 43 5 43 6 43 7 43 8 43 9 44 0 44 1 N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx SSIITTEE AASSSSEESSSSMMEENNTT RREEPPOORRTT 77--EElleevveenn SSttoorree NNoo.. 3344778866 11220055 EE.. SSttaattee RRooaadd 443344 WWiinntteerr SSpprriinnggss,, SSeemmiinnoollee CCoouunnttyy,, FFlloorriiddaa FFDDEEPP FFaacciilliittyy IIDD NNoo.. 5599//99004455662233 WWoorrkk OOrrddeerr NNoo.. 22001133--5599--WW44227700AA SSiittee PPrriioorriittyy SSccoorree:: 4466 ((PPLLIIRRPP)) DDiisscchhaarrggee DDaattee:: AApprriill 2266,, 11000033 JJuullyy 3300,, 22001133 SShhaaww PPrroojjeecctt NNoo.. 114499003355 Submitted to: Orange County Environmental Protection Division 800 Mercy Drive, Suite 4 Orlando, Florida 32808 Prepared by: Shaw Environmental, Inc. A CB&I Company 1228 Winter Garden Vineland Road Winter Garden, Florida 34787 442 44 3 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 i Table of Contents ________________________________________________ List of Tables .................................................................................................................................................. ii List of Figures ................................................................................................................................................. ii List of Appendices .......................................................................................................................................... ii List of Acronyms and Abbreviations............................................................................................................... iii 1.0 Introduction and Scope of Work ...................................................................................................... 1-1 2.0 Background ..................................................................................................................................... 2-1 2.1 Area of Investigation ............................................................................................................. 2-1 2.2 Previous Assessment Activities ............................................................................................ 2-1 2.3 Site Chronology .................................................................................................................... 2-1 3.0 Site Assessment Activities and Results .......................................................................................... 3-1 3.1 Water Well Survey and Area Land Use ................................................................................ 3-1 3.2 Initial Investigation ................................................................................................................ 3-1 3.3 Soil Boring Installation .......................................................................................................... 3-1 3.4 Groundwater Sample Collection and Results ....................................................................... 3-2 3.5 Water Level Measurements .................................................................................................. 3-3 3.6 Site Lithology ........................................................................................................................ 3-3 3.7 Slug Tests and Results ......................................................................................................... 3-3 4.0 Summary and Recommendations ................................................................................................... 4-1 5.0 Disclaimer ....................................................................................................................................... 5-1 444 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 ii List of Tables ___________________________________________________ Table 1 Water Well Survey Summary Table 2 SUPER Act Facilities Survey Table 3 OVA Data and Lithologic Description Table 4 Soil Analytical Summary Table 5 Monitor Well Construction Details Table 6 Groundwater Monitoring Well Analytical Summary Table 7 Groundwater Elevation Data List of Figures __________________________________________________ Figure 1 Site Location Map Figure 2 Site Map Figure 3 Supply Well and Facilities Survey Map Figure 4 Area Land Use Map Figure 5 Soil Assessment Summary Figure 6 Groundwater Analytical Map Figure 7 Groundwater Elevation Contour Map – April 25, 2013 Figure 8 Groundwater Elevation Contour Map – July 15, 2013 Figure 9 Lithologic Cross-Section A-A’ List of Appendices _______________________________________________ Appendix A Discharge Reporting Form Appendix B Boring Logs, Well Construction and Development Logs, FDEP Groundwater Sampling Logs, and Field Instrument Calibration Records Appendix C Laboratory Analytical Reports and Chain-of-Custody Records Appendix D Slug Test Results and Aquifer Characteristics Calculations 445 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 iii List of Acronyms and Abbreviations ________________________________ 7-Eleven 7-Eleven, Inc. Accutest Accutest Laboratories bls below land surface BPSS Bureau of Petroleum Storage Systems BTEX sum of benzene, toluene, ethylbenzene, and xylene btoc below top-of-casing DO dissolved oxygen DRF Discharge Reporting Form EPA Environmental Protection Agency ESA Environmental Site Assessment FAC Florida Administrative Code FAC ID Facility Identification FDEP Florida Department of Environmental Protection FDOH Florida Department of Health FID flame-ionization detector ft foot or feet ft/ft foot per foot GCTL groundwater cleanup target level GES Groundwater & Environmental Services, Inc. MTBE methyl tert-butyl ether NADC Natural Attenuation Default Concentration NAM natural attenuation monitoring OCEPD Orange County Environmental Protection Division OVA organic vapor analyzer PAHs polynuclear aromatic hydrocarbons ppm parts per million SCTL soil cleanup target level Shaw Shaw Environmental, Inc., a CB&I company SOP Standard Operating Procedure TRPH total recoverable petroleum hydrocarbon UST underground storage tank 446 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 1-1 1.0 Introduction and Scope of Work On May 3, 1993, Mobil Oil Corporation filed a Discharge Reporting Form (DRF) with the state indicating an unknown amount of free product was found in a monitoring well at a site in Winter Springs, Florida. A copy of the DRF is provided in Appendix A. The site priority score was set at 46, indicating a potential threat to human health and the environment. In 2011, 7-Eleven, Inc. (7-Eleven) acquired the subject property and re-designated it as 7-Eleven Store No. 34786. Shaw Environmental, Inc. (Shaw), a CB&I company, was contracted to perform a site assessment to determine the possible extent of impact on the site. One monitoring well and nine soil borings were installed during the course of this assessment. Four previously-installed monitor wells were also sampled as part of the assessment. 447 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 2-1 2.0 Background 2.1 Area of Investigation 7-Eleven Store No. 34786 is located within Section 26, Township 20, Range 30 , of the United States Geological Survey, Casselberry, Florida Topographic Quadrangle. A site location map is included as Figure 1. 7-Eleven Store No. 34786 was constructed in 1990 on an approximate 0.50-acre parcel. The 648-sq ft retail building is located at the center of the property. The site is primarily covered by asphalt with grass landscaping at the perimeter, and a car wash on the south side of the property. The underground storage tank (UST) area is located on the south end of the site just north of the car wash. A site layout map is provided as Figure 2. 2.2 Previous Assessment Activities A review of the Florida Department of Environmental Protection (FDEP) OCULUS online database revealed there was a petroleum discharge on April 26, 1993, a DRF was completed on March 3, 1993. The site was also determined to be eligible for funding under the Florida Petroleum Liability and Restoration Insurance Program (FPLRIP). A monitoring well was installed on January 9, 2006. Then three more wells were installed during a Phase II Environmental Site Assessment (ESA) on March 14 and 15, 2007, with the supervision of Groundwater & Environmental Services, Inc. (GES). On December 11, 2008, GES filed a Limited Closure Summary Report describing activities during a tank removal at this site. During the removal, soils were collected and concentrations of benzene were reported to be above soil cleanup target limits (SCTL). In July 2009 the FDEP raised the funding threshold to 60, suspending funding for the site. 2.3 Site Chronology The following is a chronological summary of recent environmental activities performed at the facility: Date Environmental Activity April 8, 2013 Shaw oversees the installation of eight soil borings (SB-1, SB-3 thru SB-9) April 15, 2013 Shaw conducts groundwater sampling on wells MW-1 thru MW-3 and MW-5 April 16, 2013 Receive soil analytical results indicating there was no SCTL exceedance April 23, 2013 Receive groundwater analytical results indicating benzene concentration in MW-5 exceeds the groundwater cleanup target level (GCTL) May 16, 2013 Aquifer (“slug”) test is conducted 448 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 2-2 Date Environmental Activity July 12, 2013 Shaw oversees the installation of MW-6 July 15, 2013 Shaw conducts groundwater sampling of MW-6 July 25, 2013 Shaw receives groundwater analytical results from samples collected at MW-6. There were no GCTL exceedances 449 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-1 3.0 Site Assessment Activities and Results 3.1 Water Well Survey and Area Land Use Shaw utilized the Florida Department of Health (FDOH) Bureau of Environmental Health EHWATER database to create a radius map displaying known supply wells in the vicinity of the subject site. The map indicated that four public supply wells were located within a ½-mile radius of the site, and five private wells were located within a ¼-mile radius. Shaw utilized the FDOH EHWATER website database to search for nearby petroleum or dry- cleaning facilities within a ½-mile radius around the site. The search listed one site: • Handyway Store No. 3333, FAC ID 59/8516641. This site was an active gas station. There was a discharge on September 28, 1987. A site assessment was conducted resulting in remediation activities. The site is currently undergoing quarterly natural attenuation monitoring (NAM) sampling. The FDOH Supply Well Inventory and Facilities Inventory search results are summarized in Tables 1 and 2 and depicted on Figure 3. Shaw reviewed aerial photographs and utilized field-verification to determine land use in the vicinity of the site. The area within ½-mile of the site includes commercial, residential, and undeveloped zoning classifications. The area land use is shown on Figure 4. 3.2 Initial Investigation On April 26, 1993, there was a petroleum discharge at 7-Eleven Store No. 34786. There are no records of a site assessment previously conducted. GES installed four monitoring wells (MW-1, MW-2, MW-3, and MW-5) during a Phase II ESA. The four wells were sampled semi-annually between March 2007 and 2009. Four USTs were replaced with two USTs during October and November 2008. Approximately 1,381 tons of pea gravel and soil were removed from the UST area and disposed during the tank replacement due to high organic vapor analyzer (OVA) readings from around the tank pit. 3.3 Soil Boring Installation On April 8, 2013, Shaw supervised the installation of eight soil borings. The soil boring locations are depicted on Figure 2. The soil borings were installed in accordance with FDEP Bureau of Petroleum Storage Systems (BPSS) standards using a track-mounted direct-push rig to a total depth of 13 ft below land surface (bls). Soil samples were collected at 1-ft intervals to a depth of approximately 13 ft bls for organic vapor analysis using a Photovac MicroFID OVA equipped with a flame ionization detector (FID). Eight-ounce grab samples were collected, placed into clean 16-ounce jars, and allowed to equilibrate for approximately five minutes. 450 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-2 Following equilibration, the headspace in each glass jar was screened for the presence of organic vapors using an OVA-FID in accordance with Chapter 62-780.600(19), Florida Administrative Code (FAC). The OVA-FID was calibrated onsite to 500 parts per million (ppm) methane and zero-gas sources prior to the sample screening activities. The field screening results indicated net organic vapor readings ranging from 0 to 43.0 ppm. OVA field readings and lithologic descriptions are presented in Table 3. Copies of the FDEP boring logs, FDEP well construction and development logs, and equipment calibration records are provided in Appendix B. Shaw collected two soil samples for laboratory analysis: SB-3@12ft and SB-9@4ft. The samples were submitted to Accutest Laboratories (Accutest) in Orlando, Florida, for analysis of benzene, toluene, ethylbenzene, and xylenes (collectively known as BTEX) and methyl tert-butyl ether (MTBE) by EPA Method 8260B, polynuclear aromatic hydrocarbons (PAHs) by EPA Method 8270D, and total recoverable petroleum hydrocarbons (TRPH) by FDEP Method FL-PRO. The laboratory analytical report indicated that no SCTL exceedances were detected in either of the samples. The soil analytical results are summarized in Table 4 and a map summarizing the vadose zone assessment is included as Figure 5. Copies of the laboratory analytical reports and chain-of-custody documentation are provided in Appendix C. 3.4 Groundwater Sample Collection and Results On April 15, 2013, Shaw returned to the site to sample the monitoring wells. Well purging and groundwater sampling activities were conducted in accordance with FDEP SOP 001/01, FS 2200, Groundwater Sampling, revised March 31, 2008, (effective December 3, 2008), and FDEP SOP-PCS-005 Groundwater Sampling SOP Variances and Clarifications for Bureau of Petroleum Storage System Sites, May 2, 2005. A peristaltic pump and clean polyethylene tubing were used for purging and sampling activities. Electronic water quality meters were used to track water quality parameters during purging activities. FDEP groundwater sampling logs were used to document well purging time, volume, and rates; depth to groundwater; monitored water quality parameters (hydrogen-ion concentration [pH], temperature, conductivity, dissolved oxygen [DO], turbidity, color, and odor); and sampling data for each well. The samples were collected in laboratory-supplied bottles and couriered to Accutest. Laboratory analytical results indicated no concentrations in excess of the Chapter 62-777, FAC, Table I, GCTLs in monitor wells MW-1, MW-2, and MW-3. The sample from MW-5 had concentrations exceeding the GCTLs for benzene and naphthalene. 451 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-3 On July 12, 2013, Shaw oversaw the installation of MW-6 on the southeast border of the property. Shaw returned on July 15, 2013, to sample MW-6. Shaw received the analytical results showing there were no GCTL exceedances in the groundwater collected from MW-6. Monitor well construction data is presented in Table 5; groundwater analytical results are summarized in Table 6; Figure 6 shows groundwater analytical results next to their corresponding wells. Laboratory analytical reports are included in Appendix C. Copies of the FDEP groundwater sampling logs, well construction and development logs, and field instrument calibration records are provided in Appendix B. 3.5 Water Level Measurements Prior to each groundwater sampling event, depth-to-water from below top-of-casing (btoc) measurements for each of the existing wells was recorded. On April 25, 2013, depth-to-water measurements ranged from 8.48 to 9.11 ft btoc. Relative top-of-casing elevations were surveyed by qualified Shaw personnel and calculated with depth-to-water measurements from each sampling event to determine groundwater flow. Water table elevation contours representative of the groundwater surface on April 25, 2013, indicate a groundwater gradient of 0.0094 feet per foot (ft/ft) towards the southeast. Shaw returned to the site on July 15, 2013, to record the summer groundwater elevations. Water table elevation contours representative of the groundwater surface on April 25, 2013, indicate a groundwater gradient of 0.0074 ft/ft towards the southeast. Free-phase product was not encountered during any event. A groundwater elevation summary is provided in Table 7. Groundwater elevation maps showing groundwater elevation contour intervals from April 25 and July 15, 2013 are provided as Figure 7 and Figure 8 respectively. 3.6 Site Lithology Data collected during the assessment activities indicates that the site is underlain by mainly fine sand. Interspersed in the fine sand are lenses of silty-sand. A geologic cross-section showing the site lithology is illustrated on Figure 9. Copies of the boring logs (describing site lithology) are provided in Appendix B. 3.7 Slug Tests and Results On May 16, 2013, Shaw performed slug tests on MW-1, MW-2, and MW-5 to assess the aquifer characteristics beneath the facility. During the slug tests, a volume of water was instantaneously removed from the well and the groundwater recovery rate was monitored by a Mini Troll® Level-Logger. The recovery rate was recorded logarithmically for the entire test. The data was 452 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-4 then analyzed using AQTESOLV for Windows by Hydrosolv Inc.™ The Bouwer and Rice 1976 Method for unconfined aquifers was chosen from AQTESOLV to calculate the range of hydraulic conductivity values associated with the aquifer. The hydraulic conductivity values were within acceptable ranges for unconsolidated deposits as found in R. Allen Freeze and John A. Cherry’s 1979 Groundwater and C.W. Fetter’s 1988 Applied Hydrogeology Second Edition. The estimated average linear groundwater velocity (V) for the surficial aquifer was calculated using the equation V=KI/n, where K=Hydraulic Conductivity, I=Hydraulic Gradient, and n=effective porosity. Aquifer characteristics are summarized in the following table. Slug test results and aquifer characteristic calculations are summarized in Appendix D. Well ID Screened Interval (ft) Hydraulic Gradient (I) (ft/ft) Effective Porosity (n) (%) Hydraulic Conductivity (K) (ft/day) Linear Groundwater Velocity (V) (ft/yr) MW-1 5-15 0.0024 0.30 1.698 0.297 MW-2 5-15 0.0024 0.30 1.708 0.518 MW-5 5-15 0.0024 0.30 6.933 2.632 453 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 4-1 4.0 Summary and Recommendations • There are three public supply wells located within ½ mile of the facility. • Analysis of groundwater samples collected on April 15, 2013, from MW-1, MW-2, MW-3, and MW-5 reported GCTLs were exceeded for benzene and naphthalene in the groundwater collected from MW-5. • Analytical results from the MW-6 groundwater sample reported no GCTL exceedances, thereby delineating the extent of the plume. • Although the GCTLs were exceeded for benzene and naphthalene in the groundwater collected from MW-5, the natural attenuation default concentration (NADC) guidance levels were not exceeded. • Groundwater was initially indicated to flow to the southeast. Since then, the groundwater flow has been calculated to flow to the east. • Free product was not encountered during site assessment activities. • Net vadose zone OVA readings during soil boring activities and the installation of MW-6 (SB-10) were reported as less than 1 ppm. • Soil analytical results from samples collected in the vadose zone during this assessment indicated that the SCTLs were not exceeded. • The site is underlain by sand with lenses of silty sand. Based upon the data gathered to date, contaminated soil does not exist outside the UST area. Accordingly, Shaw recommends that a Natural Attenuation Monitoring Plan be implemented for this site as per Chapter 62-780, FAC. 454 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 5-1 5.0 Disclaimer The services described in this report were performed consistent with generally accepted professional consulting principles and practices. No other warranty, expressed or implied, is made. These services were performed consistent with our agreement with our client. This report is solely for the use and information of our client and the county, unless otherwise noted. Any reliance on this report by a third party is at such party’s sole risk. Opinions and recommendations contained in this report apply to conditions existing when services were performed and are intended only for the client, county, FDEP, purposes, locations, timeframes, and project parameters indicated. We are not responsible for the impacts of any changes in environmental standards, practices, or regulations subsequent to performance of services. We do not warrant the accuracy of information supplied by others, nor the use of segregated portions of this report. 455 TTAABBLLEESS 456 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 1: WATER WELL SURVEY SUMMARY FDEP Tables 34786.xlsx\T1 Water Wells Page 1 of 1 Project 149035 Owner Location AAF0833 Carl Roberts 1175 E SR 434 Private Residential 2 NA NA NA Galvanized Inactive, Well Type 43 AAC0779 Pinch A Penny 170 Tuskawilla Rd Limited Public Water 4 NA NA NA Black Steel Active, Well Type 42 AAK9365 NA 1249 Natures Way Private Residential 2 NA NA NA PVC Active, Well Type 43 AAK3868 Donahoe 1233 Natures Way Private Residential 4 NA NA NA Black Steel Active, Well Type 43 AAF0830 Lake Jessup Animal Hospital 190 Tuskawilla Rd Limited Public Water 4 NA NA NA Black Steel Active, Well Type 42 59-57-00095 Lake Jessup Animal Hospital 190 Tuskawilla Rd Registered LU Commercial NA NA NA NA NA Active, Registered LU Commercial AAK9372 NA Milky Way Private Residential 2 0 0 NA PVC Active, Well Type 43 AAK9374 NA 290 Tuskawilla Rd Private Residential 2 0 0 NA PVC Active, Well Type 43 AAK93639 Lofroos 300 Tuskawilla Rd Private Residential 2 0 0 NA Galvanized Active, Well Type 43 AAF0886 Hi- Flavor Meats (Formerly)201 Tuskawilla Rd Non- Community Public 2 NA NA NA Galvanized Active, Well Type 41 (Non-Community Public Water System Notes: NA = data not readily available Comments Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Map ID Address Use Diameter (inches)Total Depth Casing Depth Installation Date Casing Material 457 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 2: SUPER ACT FACILITIES SURVEY FDEP Tables 34786.xlsx\T2 Facilities Page 1 of 1 Project 149035 Handyway 8516641 170 Tuskawilla Rd Retail Petroleum 0.07 mi CLOSED Three 10,000-gallon fuel tanks were removed Comments Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Name Facility ID Location Facility Type Distance from Site Status 458 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 3: OVA DATA AND LITHOLOGIC DESCRIPTION FDEP Tables 34786.xlsx\T3 OVA Tables Page 1 of 3 Project 149038 Boring Depth to Sample OVA Reading (ppm) Number Date Water (ft)Unfiltered Filtered Net Lithologic Description (Observed) 1 <1 -<1 Black/Grey, Fine, Sand, No Odor 2 <1 -<1 Black/Grey, Fine, Sand, No Odor 3 <1 -<1 Grey/Black, Fine, Sand, No Odor 4 <1 -<1 Grey/Black, Fine, Sand, No Odor 5 <1 -<1 Grey/Black, Fine, Sand, No Odor 6 <1 -<1 Tan/Brown, Fine, Sand, No Odor 7 <1 -<1 Black, Silty Sand, Fine, No Odor 8 <1 -<1 Black, Silty Sand, Fine, No Odor 9 <1 -<1 Brown, Silty Sand, Find, No Odor 10 <1 -<1 Tan, Silty Sand, Fine, No odor 11 <1 -<1 Tan/Grey, Silty Sand, Fine, No Odor 12 12 0.4 -0.4 Brown, Silty Sand, Fine, No Odor 13 <1 -<1 Grey, Silty Sand, Fine, No Odor 1 <1 -<1 Dark Grey, Fine, Sand, No Odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Black, fine, Sand, No odor 4 <1 -<1 Black, fine, Sand, No odor 5 <1 -<1 Black, fine, Sand, No odor 6 <1 -<1 Tan, Fine, Sand, No odor 7 <1 -<1 Tan, Fine, Sand, No odor 8 <1 -<1 Black, fine, Sand, No odor 9 <1 -<1 Grey, fine, Sand, No Odor 10 <1 -<1 Grey, fine, Sand, No Odor 11 16.5 18.9 NQ Black, Fine, Silty Sand, No odor 12 12 30.5 31.5 NQ Black, Fine, Silty Sand, No odor 13 51.1 8.1 43.0 Black, Fine, Silty Sand, No odor 1 <1 -<1 Tan, Fine, Sand, No odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Brown/Black, fine, Sand, No odor 4 <1 -<1 Dark Grey, Fine, Sand, No Odor 5 <1 -<1 Dark Grey, Fine, Sand, No Odor 6 <1 -<1 Dark Grey, Fine, Sand, No Odor 7 <1 -<1 Dark Grey, Fine, Sand, No Odor 8 <1 -<1 Dark Grey, Fine, Sand, No Odor 9 <1 -<1 Dark Grey, Fine, Sand, No Odor 10 <1 -<1 Dark Grey, Fine, Sand, No Odor 11 <1 -<1 Grey, fine, Sand, No Odor 12 12 <1 -<1 Black, Fine, Silty Sand, No odor 13 <1 -<1 Dark Grey, Fine, Sand, No Odor 1 <1 -<1 Brown/Grey, fine, Sand, No odor 2 0.5 -0.5 Brown/Grey, fine, Sand, No odor 3 <1 -<1 Brown/Grey, fine, Silty Sand, No odor 4 <1 -<1 Grey, fine, Sand, No Odor 5 <1 -<1 Light Grey, fine, Sand, no odor 6 <1 -<1 Brown, Grey, Fine, Sand, No Odor 7 <1 -<1 Brown, Fine Sand, No Odor 8 <1 -<1 Brown, Fine Sand, No Odor 9 <1 -<1 Brown, Fine Sand, No Odor 10 <1 -<1 Brown, Fine Sand, No Odor 11 <1 -<1 Grey, fine, Sand, No Odor 12 12 <1 -<1 Grey, fine, Sand, No Odor 13 <1 -<1 Brown, Fine Sand, No Odor SB-4 04/08/13 SB-5 04/08/13 Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 SB-3 04/08/13 04/08/13SB-1 459 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 3: OVA DATA AND LITHOLOGIC DESCRIPTION FDEP Tables 34786.xlsx\T3 OVA Tables Page 2 of 3 Project 149038 Boring Depth to Sample OVA Reading (ppm) Number Date Water (ft)Unfiltered Filtered Net Lithologic Description (Observed) Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 1 <1 -<1 Brown, Fine, Sand, No odor 2 <1 -<1 Brown, Fine, Sand, No odor 3 <1 -<1 Brown, Fine, Sand, No odor 4 <1 -<1 Brown, Fine, Sand, No odor 5 <1 -<1 Grey, Fine, Sand, No odor 6 <1 -<1 Grey, Fine, Sand, No odor 7 <1 -<1 Grey, Fine, Sand, No odor 8 <1 -<1 Brown, Fine, Sand, No odor 9 <1 -<1 Brown, Fine, Silty Sand, No odor 10 <1 -<1 Brown, Fine, Silty Sand, No odor 11 <1 -<1 Brown, Fine, Silty Sand, No odor 12 <1 -<1 Brown, Fine, Silty Sand, No odor 13 <1 -<1 Brown, Fine, Silty Sand, No odor 1 <1 -<1 Tan, Fine, Sand, No odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Tan/Brown, Fine, Sand, No Odor 4 <1 -<1 Brown, Fine, Sand, No odor 5 <1 -<1 Brown/Grey, fine, Sand, No odor 6 <1 -<1 Brown/Tan, Fine, Silty Sand, No odor 7 <1 -<1 Tan, fine, Silty Sand, no odor 8 <1 -<1 Tan, fine, Silty Sand, no odor 9 <1 -<1 Tan, fine, Silty Sand, no odor 10 <1 -<1 Tan/Brown, Fine, Sand, No Odor 11 <1 -<1 Tan/Brown, Fine, Sand, No Odor 12 12 <1 -<1 Brown, Fine, Sand, No odor 13 <1 -<1 Grey, fine, Silty Sand, No odor 1 <1 -<1 Black/Grey, Fine, Sand, No Odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Grey, Fine, Sand, No Odor 4 <1 -<1 Grey, Fine, Sand, No Odor 5 <1 -<1 Grey, Fine, Sand, No Odor 6 <1 -<1 Grey, Fine, Sand, No Odor 7 <1 -<1 Grey, Fine, Sand, No Odor 8 <1 -<1 Grey, Fine, Sand, No Odor 9 <1 -<1 Grey, Fine, Sand, No Odor 10 <1 -<1 Grey, Fine, Sand, No Odor 11 <1 -<1 Dark, Grey, Fine, Sand, No Odor 12 12 <1 -<1 Dark, Grey, Fine, Sand, No Odor 13 <1 -<1 Grey, Fine, Sand, No Odor 1 <1 -<1 Tan, Fine, Sand, No odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Black, fine, Sand, No odor 4 <1 -<1 Dark Grey, Fine, Sand, No Odor 5 <1 -<1 Grey, fine, Sand, No Odor 6 <1 -<1 Tan/Grey, Fine, Sand, No odor 7 <1 -<1 Tan/Grey, Fine, Sand, No odor 8 <1 -<1 Tan/Grey, Fine, Sand, No odor 9 <1 -<1 Grey, fine, Sand, No Odor 10 <1 -<1 Black, Fine, Silty Sand, No odor 11 <1 -<1 Black, Fine, Silty Sand, No odor 12 12 <1 -<1 Black, Fine, Silty Sand, No odor 13 <1 -<1 Grey, fine, Silty Sand, No odor SB-9 04/08/13 04/08/13 04/08/13 SB-6 04/08/13 SB-7 SB-8 460 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 3: OVA DATA AND LITHOLOGIC DESCRIPTION FDEP Tables 34786.xlsx\T3 OVA Tables Page 3 of 3 Project 149038 Boring Depth to Sample OVA Reading (ppm) Number Date Water (ft)Unfiltered Filtered Net Lithologic Description (Observed) Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 1 <1 -<1 Tan/Brown, Fine, Sand, No Odor 3 <1 -<1 Dark Grey, Fine, Sand, No Odor 5 <1 -<1 Tan, Fine, Sand, No odor 7 7 --- 9 --- 11 <1 -<1 Brown, Fine Sand, No Odor 13 <1 -<1 Dark Grey, Fine, Clayey Sand, No Odor 15 <1 -<1 White, Fine-Medium, Clayey Sand, No Odor Notes:ppm = parts per million ft = feet NQ = Not Quantifiable 07/12/13SB-10 No Recovery 461 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 4: SOIL ANALYTICAL SUMMARY FDEP Tables 34786.xlsx\T4 Soil An Sum Page 1 of 1 Project 149035 ID N u m b e r Da t e Ap p r o x . De p t h t o W a t e r (f e e t ) Sa m p l e I n t e r v a l (f t b l s ) Ne t O V A r e a d i n g Be n z e n e To l u e n e Et h y l b e n z e n e To t a l Xy l e n e s MT B E TR P H Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( g , h , i ) pe r y l e n e Fl u o r a n t h e n e Fl u o r e n e Na p h t h a l e n e 1- M e t h y l - na p h t h a l e n e 2- M e t h y l - na p h t h a l e n e Ph e n a n t h r e n e Py r e n e Be n z o ( a ) p y r e n e Eq u i v a l e n t * Be n z o ( a ) py r e n e Be n z o ( a ) an t h r a c e n e Be n z o ( b ) fl u o r a n t h e n e Be n z o ( k ) fl u o r a n t h e n e Ch r y s e n e Di b e n z o ( a , h ) an t h r a c e n e In d e n o ( 1 , 2 , 3 - c d ) py r e n e NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 0.1 0.1 0.01 0.001 1.0 0.1 1.7 60,000 9,200 700 24,000 2,700 20,000 20,000 300,000 52,000 59,000 33,000 300 1,800 2,100 36,000 45,000 0.7 ******* 1.2 7,500 1,500 130 4,400 460 2,400 1,800 21,000 2,500 3,200 2,600 55 200 210 2,200 2,400 0.1 0.1******* 0.007 0.5 0.6 0.2 0.09 340 2.1 27 2,500 32,000 1,200 160 1.2 3.1 8.5 250 880 8 8 0.8 2.4 24 77 0.7 6.6 12 NA 0.00070 U 0.00070 U 0.00077 U 0.0021 U 0.00070 U 6.1 U 0.065 U 0.065 U 0.041 U 0.0081 U 0.041 U 0.065 U 0.065 U 0.065 U 0.065 U 0.041 U 0.041 U -0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 4 <1 0.00074 U 0.00074 U 0.00082 U 0.0023 U 0.00074 U 10.6 0.058 U 0.058 U 0.036 U 0.0073 U 0.036 U 0.058 U 0.058 U 0.058 U 0.058 U 0.036 U 0.036 U -0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U Notes:SCTLs = Soil Cleanup Target Levels per Chapter 62-777, Table II, Florida Administrative Code ft bls = feet below land surface mg/kg = milligrams per kilogram MTBE = methyl tertiary butyl ether NA = not analyzed ppm = parts per million TRPH = total recoverable petroleum hydrocarbons Bold indicates exceedance of Industrial SCTLs Bold indicates SCTL exceeding Residential Criteria Bold and Italics indicates exceedance of Leachability SCTLs Flagged constituent data qualifers can be reviewed with attached laboratory final report Blank = No data or not analyzed for that specific parameter U = The compound was not detected I = The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit * = Equivalent concentration was calculated as the sum of each Polycyclic Aromatic Hydrocarbon concentration times its Toxic Equivalency Factor as taken from the February 2005 Final Technical Report: Development of Cleanup Target Levels (CTLs) for Chapter 62-777, F.A.C. If the analyte was not detected half the reporting limit is listed in bold italics SB-9 @ 4Ft Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Laboratory Analysis (mg/kg)Sample Toxic Equivalency Factor SCTLs - Direct Exposure Residential SCTLs - Direct Exposure Industrial 124/8/13SB-3 @ 12Ft 124/8/13 SCTLs - Leachability 462 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 5: MONITOR WELL CONSTRUCTION DETAILS FDEP Tables 34786.xlsx\T5 MW Construction Page 1 of 1 Project 149035 Well No.Date Drilled Installation Method Total Well Depth (ft) Screened Interval (ft bls) Well Diameter (in) Lithology of Screened Interval MW-6 07/12/13 Direct Push 15 5-15 2 Sand Notes:ft = feet ft bls = feet below land surface in = inches DPT = Direct Push Technology * See detailed boring logs Existing wells MW-1 through 5 were not installed by Shaw; thus their details are not included Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 463 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 6: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY FDEP Tables 34786.xlsx\T6 GW An Sum Page 1 of 1 Project 149035 ID Number Date Be n z e n e To l u e n e Et h y l b e n z e n e To t a l Xy l e n e s MT B E TR P H Le a d ED B 1, 2 - D C A Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( a ) an t h r a c e n e Be n z o ( a ) py r e n e Be n z o ( b ) fl u o r a n t h e n e Be n z o ( g , h , i ) pe r y l e n e Be n z o ( k ) fl u o r a n t h e n e Ch r y s e n e Di b e n z o ( a , h ) an t h r a c e n e Fl u o r a n t h e n e Fl u o r e n e In d e n o ( 1 , 2 , 3 - c d ) py r e n e Na p h t h a l e n e 1- M e t h y l - na p h t h a l e n e 2- M e t h y l - na p h t h a l e n e Ph e n a n t h r e n e Py r e n e 1 40 30 20 20 5,000 15 0.02 3 20 210 2,100 0.05 0.2 0.05 210 0.5 4.8 0.005 280 280 0.05 14 28 28 210 210 NADCs 100 400 300 200 200 50,000 150 2 300 200 2,100 21,000 5 20 5 2,100 50 480 0.5 2,800 2,800 5 140 280 280 2,100 2,100 04/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 140 U N/A N/A N/A 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.24 U 04/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 240 U N/A N/A N/A 0.39 U 0.39 U 0.25 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.25 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.25 U 0.25 U 04/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 210 U N/A N/A N/A 0.39 U 0.39 U 0.24 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.24 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.24 U 0.24 U 04/15/13 4.8 0.20 U 3.3 0.50 U 0.34 (I)446 N/A N/A N/A 0.40 U 0.40 U 0.25 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.25 U 0.40 U 0.040 U 15.3 2.3 2.2 0.25 U 0.25 U 07/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 0.150 (I)NA NA NA 0.32 U 0.32 U 0.20 U 0.032 U 0.032 U 0.032 UV 0.032UV 0.032 UV 0.032 UV 0.032 U 0.20 U 0.32 U 0.032 UV 0.32 U 0.32 U 0.32 U 0.20 U 0.20 U Notes:GCTLs = Groundwater Cleanup Target Levels per Chapter 62-777, Table I, Florida Administrative Code (FAC) NADCs = Natural Attenuation Default Concentrations per Chapter 62-777, Table V, FAC µg/L = micrograms per liter 1,2-DCA = 1,2-dichloroethane EDB = 1,2-Dibromoethane MTBE = methyl tertiary butyl ether TRPH = total recoverable petroleum hydrocarbons Flagged constituent data qualifers can be reviewed with attached laboratory final report. Bold indicates GCTLs exceeded Bold indicates NADCs exceeded NA = not analyzed for that specific parameter. U = The compound was not detected. I = The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Laboratory Analysis (µg/L)Sample MW-1 MW-2 MW-5 GCTLs MW-6 MW-3 464 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 7: GROUNDWATER ELEVATION DATA FDEP Tables 34786.xlsx\T7 GW ELE Page 1 of 1 Project 149035 WELL NO. DIAMETER (inches) WELL DEPTH (ft bls) SCREEN INTERVAL (ft) TOC ELEVATION (ft) DATE DTW ELE FP DTW ELE FP DTW ELE FP DTW ELE FP DTW ELE FP DTW ELE FP 04/15/13 9.42 90.75 -9.48 90.55 -9.42 90.42 -9.58 90.42 ---- 04/25/13 8.81 91.36 -8.75 91.28 -8.48 91.36 -9.11 90.89 ---- 07/15/13 7.25 92.92 -6.85 93.18 -7.00 92.84 -7.55 92.45 -6.40 92.38 - Notes: ft = foot or feet bls = below land surface DTW = Depth to Water ELE = Elevation FP = Free Product 2 15 98.78 5-15 100.17 100.03 99.84 100.00 6-16 5-15 5-15 5-15 Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 MW-1 MW-2 MW-3 MW-5 16 15 15 15 MW-6 2 2 8 2 465 FFIIGGUURREESS 466        467     2 46 8             469      47 0       47 1            47 2                  47 3                            47 4           47 5 AAPPPPEENNDDIIXX AA DDIISSCCHHAARRGGEE RREEPPOORRTTIINNGG FFOORRMM 476 477 AAPPPPEENNDDIIXX BB SSOOIILL BBOORRIINNGG LLOOGGSS,, WWEELLLL CCOONNSSTTRRUUCCTTIIOONN AANNDD DDEEVVEELLOOPPMMEENNTT LLOOGGSS,, FFDDEEPP GGRROOUUNNDDWWAATTEERR SSAAMMPPLLIINNGG LLOOGGSS,, AANNDD FFIIEELLDD IINNSSTTRRUUMMEENNTT CCAALLIIBBRRAATTIIOONN RREECCOORRDDSS 478 Global Headquarters 1 Park Plaza
 Suite 1000 Irvine, CA 92614 T: 949.988.3500 
F: 949.988.3514 info@montrose-env.com www.montrose-env.com Florida Office Environmental Solutions 120 E. Dr. MLK Jr. Blvd. Tampa, FL 33603 T: 813.623.1557 
F: 813.623.6320 info@montrose-env.com www.montrose-env.com March 24, 2020 David M. Press, P.G. Environmental Protection Division Orange County 3165 McCrory Place, Suite 200 Orlando, Florida 32803-3727 RE: Supplemental Site Assessment Report Mobil- Winter Springs #731 1205 East State Road 434 Winter Springs, Seminole County, Florida FDEP Facility ID #59/9045623 Dear Mr. Press: FRS Environmental Remediation, Inc., dba Montrose Environmental Solutions (Montrose) has completed supplemental site assessment activities at the above referenced facility. Pertinent site features are depicted on Figure 1. SITE HISTORY On May 3, 1993, a Discharge Reporting Form (DRF) was filed indicating an unknown amount of free product was found in a monitoring well at the site. A comprehensive Site Assessment Report (SAR) was submitted July 30, 2013 by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) was not identified with the exception of benzene (4.8 ug/L) in MW-5. FIELD ACTIVITIES Soil Boring Installation & Soil Screening On March 13, 2020, Montrose personnel mobilized to the subject site and oversaw the advancement of three soil borings (SB-10 through SB-12). The soil borings were installed to eight feet below land surface (bls) utilizing a stainless-steel hand auger. SB-12 reached refusal at 4 feet bls. Soil samples from each boring were collected at two foot intervals and placed in 16 oz. glass (half-filled) mason jars and covered with aluminum foil. After allowing time for the organic vapors to accumulate in the headspace of each container, the samples were screened to determine the concentration of petroleum hydrocarbons with an Organic Vapor Analyzer equipped with a Photo-Ionization Detector 479 Mobil Winter Springs #731 Supplemental Site Assessment Report FDEP FAC ID#59/9045623 2 (OVA/PID). A summary of the organic vapor concentrations is presented in Table 1. The location of the soil borings and summary of organic vapor readings are depicted on Figure 2. Field notes and equipment calibration logs are included in Appendix A. Soil boring logs are included as Appendix B. Monitoring Well Installation and Construction On March 13, 2020, two shallow groundwater monitoring wells (MW-7 and MW-8) were installed at the locations shown on Figure 1. The monitoring wells were installed to a total depth of 15 feet bls and constructed with five feet of 2-inch diameter schedule 40 PVC well riser and ten feet of 2-inch diameter factory slotted well screen. After installation, the wells were purged onto an impervious surface until free of visible fines and completed flush to grade with a traffic rated manhole and a concrete well pad. A copy of the Well Construction and Development Logs are included with Appendix B. Investigative Derived Waste (IDW) from monitoring wells was containerized in 55-gallon drums and transported offsite for disposal. Waste disposal documentation is provided in Appendix B. Prior to drum disposal, a preburn laboratory soil sample was collected for RCRA 4 metals. The laboratory analytical report is provided in Appendix C. Soil Analytical Results Three laboratory soil samples were collected during soil assessment activities. Soil samples were collected from SB-10 @ 2’, SB-11 @ 2’, and SB-12 @ 12’ and submitted for laboratory analysis via EPA Method 8260 (BTEX/MTBE), EPA Method 8270 (PAHs), and FL-PRO (TRPH). Laboratory analytical results indicated that the concentration of all constituents were below SCTLs and/or laboratory Method Detection Limits (MDLs). The soil laboratory results are summarized in Table 2. Laboratory analytical results are depicted on Figure 3. The laboratory analytical report and chain of custody are provided in Appendix C. Monitoring Well Sampling On March 18, 2020, Montrose personnel mobilized to the site and collected groundwater samples from monitoring wells MW-1 through MW-3, and MW-5 through MW-8. All sampling procedures were performed in accordance with the Department of Environmental Protection’s Standard Operating Procedures for Groundwater Sampling (DEP-SOP-001/01, FS, 2200). All groundwater samples were collected using a peristaltic pump into laboratory supplied containers, placed on ice in a storage cooler, and transported to a certified lab for analysis. The groundwater samples were laboratory analyzed in accordance with EPA Method 8260 for BTEX/MTBE, EPA Method 8270 for PAHs, and FL-PRO for TRPH. Groundwater sampling logs and equipment calibration logs are included in Appendix A. 480 Mobil Winter Springs #731 Supplemental Site Assessment Report FDEP FAC ID#59/9045623 Groundwater Analytical Results Groundwater analytical results indicated that all concentrations were below Groundwater Cleanup Target Levels (GCTLs) and/or laboratory Method Detection Limits (MDLs) during the March 18, 2020 groundwater sampling event. Analytical results are summarized on Table 3 and are illustrated on Figure 4 . A copy of the laboratory analytical report and chain of custody are included in Appendix C. Water Table Measurements and Groundwater Flow Montrose personnel collected depth-to-water measurements prior to groundwater sampling activities . The depth-to-water measurements and groundwater elevation calculations are summarized in Table 4 . Based on the current data, groundwater flow in the surficial aquifer was generally to the southeast. A groundwater contour map is included as Figure 5. CONCLUSIONS & RECOMMENDATIONS Based on soil and groundwater analytical results, the following conclusions and recommendations can be made regarding this site at this time: • Soil contamination was not identified at the site. • Groundwater impacts were not identified above GCTLs at the site . Previously impacted MW-5 has exhibited two consecutive clean rounds of groundwater sampling below GCTLs . • At this time, the site qualifies for No Further Action. Montrose recommends submitting a change order to add in well abandonment to the current PO. If you have any questions or comments, please contact this office at (813) 623-1557. Sincerely, _ ,// ----;;::-/ / Travis Both, P.G. Project Manager FL License No. 3004 Date : 3JU/U2--CJ 3 481 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com FIGURES 482 48 3 48 4 48 5 48 6 48 7 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com TABLES 488 Facility Name:Mobil-Winter Springs #731 Facility ID#:59/9045623 NQ=Not Qantifiable OVA/PID Screening Results* (ppm) Sample Date Depth Total Comments (FBLS) Hydrocarbons 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 0.4 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 NQ 12 NQ 13 43.0 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2 0.5 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 SB-5 4/8/2013 SB-1 4/8/2013 SB-3 4/8/2013 SB-4 4/8/2013 TABLE 1: SUMMARY OF OVA/PID FIELD SCREENING RESULTS 489 Facility Name:Mobil-Winter Springs #731 Facility ID#:59/9045623 NQ=Not Qantifiable OVA/PID Screening Results* (ppm) Sample Date Depth Total Comments (FBLS) Hydrocarbons TABLE 1: SUMMARY OF OVA/PID FIELD SCREENING RESULTS 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 3<1 5<1 7 No Recovery 9 No Recovery 11 <1 13 <1 15 <1 2 0.4 lab sample 4 0.1 60 80 20 4 0.2 6 0.6 lab sample 80 SB-11 3/13/2020 SB-8 4/8/2013 SB-9 4/8/2013 SB-10 7/12/2013 SB-6 4/8/2013 SB-7 4/8/2013 SB-10 3/13/2020 490 Facility Name:Mobil-Winter Springs #731 Facility ID#:59/9045623 NQ=Not Qantifiable OVA/PID Screening Results* (ppm) Sample Date Depth Total Comments (FBLS) Hydrocarbons TABLE 1: SUMMARY OF OVA/PID FIELD SCREENING RESULTS 2 4.0 lab sample 40 6 Obstruction 8 Obstruction SB-12 3/13/2020 491 Analytical Results = mg/kg Facility Name:Mobil-Winter Springs #731 The compound was analyzed for but not detected = U Facility ID#:59/9045623 The reported value is between the laboratory method detection limit and the laboratory practical quantitiation limit = I No Results = NR Not Analyzed = NA Sample ID 1.2 1,500 4,400 7,500 130 460 200 210 2,400 1,800 21,000 # 0.1 # 2,500 # # # 3,200 2,600 # 55 2,200 2,400 0.1 0.007 0.6 0.09 0.5 0.2 340 3.1 8.5 2.1 27 2,500 0.8 8 2.4 32,000 24 77 0.7 1,200 160 6.6 1.2 250 880 0.7 12 NA 4/8/2013 0.00070 U 0.00077 U 0.00070 U 0.00070 U 0.0021 U 6.1 U 0.065 U 0.065 U 0.065 U 0.065 U 0.041 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.041 U 0.065 U 0.0081 U 0.065 U 0.041 U 0.041 U NA 4 <1 4/8/2013 0.00074 U 0.00082 U 0.00074 U 0.00074 U 0.0023 U 10.6 0.058 U 0.058 U 0.058 U 0.058 U 0.036 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.036 U 0.058 U 0.0073 U 0.058 U 0.036 U 0.036 U NA 2 0.4 3/13/2020 0.0026 U 0.0028 U 0.0025 U 0.0027 U 0.0051 U 5.9 U 0.015 U 0.015 U 0.013 U 0.012 U 0.014 U 0.011 U 0.0096 U 0.010 U 0.0097 U 0.010 U 0.012 U 0.0089 U 0.013 U 0.014 U 0.0088 U 0.013 U 0.013 U 0.012 U NA 6 0.6 3/13/2020 0.0028 U 0.0031 U 0.0028 U 0.0030 U 0.0057 U 5.4 U 0.014 U 0.014 U 0.012 U 0.011 U 0.013 U 0.010 U 0.0089 U 0.0095 U 0.0090 U 0.0095 U 0.011 U 0.0082 U 0.012 U 0.013 U 0.0082 U 0.012 U 0.012 U 0.011 UNA 2 4.0 3/13/2020 0.0029 U 0.0032 U 0.0028 U 0.0030 U 0.0058 U 10.8 0.014 U 0.013 U 0.012 U 0.011 U 0.012 U 0.010 U 0.0087 U 0.0093 U 0.0088 U 0.0093 U 0.011 U 0.0080 U 0.011 U 0.012 U 0.0080 U 0.012 U 0.011 U 0.011 U NA # = Concentration converted to benzo(a)pyrene equivalent column TABLE 2: SOIL SAMPLE ANALYTICAL SUMMARY De p t h ( f t ) OV A ( p p m ) Da t e Be n z e n e Di b e n z o ( a , h ) a n t h r a c e n e An t h r a c e n e To t a l x y l e n e s 2- M e t h y l n a p h t h a l e n e Ph e n a n t h r e n e SB-9 SB-10 SB-3 In d e n o ( 1 , 2 , 3 - c d ) p y r e n e Be n z o ( g h i ) p e r y l e n e Be n z o ( a ) a n t h r a c e n e Be n z o ( k ) f l o u r a n t h e n e Fl o u r e n e Ac e n a p h t h y l e n e Ac e n a p h t h e n e Be n z o ( a ) p y r e n e E q u i v a l e n c y Py r e n e Fl o u r a n t h e n e Ch r y s e n e Be n z o ( b ) f l o u r a n t h e n e Na p h t h a l e n e SB-11 SB-12 TR P H Be n z o ( a ) p y r e n e Soil Cleanup Target Levels (Leachability) Soil Cleanup Target Levels (Direct Exp. Residential) To l u e n e 1- M e t h y l n a p h t h a l e n e Et h y l b e n z e n e MT B E 49 2 TABLE 3: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY Mobil-Winter Springs #731 Analytical Results = ug/L 59/9045623 NA = Not Analyzed I = The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit U = Compound was analyzed but not detected J = Estimated Result Sa m p l e L o c a t i o n Da t e Be n z e n e To l u e n e Et h y l b e n z e n e To t a l X y l e n e s MT B E FL - P R O T R P H Le a d ED B 1, 2 - D C A Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( a ) a n t h r a c e n e Be n z o ( a ) p y r e n e Be n z o ( b ) f l u o r a n t h e n e Be n z o ( g , h , i ) p e r y l e n e Be n z o ( k ) f l u o r a n t h e n e Ch r y s e n e Di b e n z o ( a , h ) a n t h r a c e n e Fl u o r a n t h e n e Fl u o r e n e In d e n o ( 1 , 2 , 3 - c d ) p y r e n e Na p h t h a l e n e 1- M e t h y l n a p h t h a l e n e 2- M e t h y l n a p h t h a l e n e Ph e n a n t h r e n e Py r e n e 1 40 30 20 20 5000 15 0.02 3 20 210 2100 0.05 0.2 0.05 210 0.5 4.8 0.005 280 280 0.05 14 28 28 210 210 100 400 300 200 200 50000 150 2 300 200 2100 21000 5 20 5 2100 50 480 0.5 2800 2800 5 140 280 280 2100 2100 4/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 140 U 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.24 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.19 U 0.20 U 0.20 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 750 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 4/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 240 U 0.39 U 0.39 U 0.25 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.25 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.25 U 0.25 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.19 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 750 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 4/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 210 U 0.39 U 0.39 U 0.24 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.24 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.24 U 0.24 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.18 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 740 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 4/15/2013 4.8 0.20 U 3.3 0.50 U 0.34 I 446 0.40 U 0.40 U 0.25 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.25 U 0.40 U 0.040 U 15.3 2.3 2.2 0.25 U 0.25 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.18 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 760 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 7/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 0.150 I 0.32 U 0.32 U 0.20 U 0.032 U 0.032 U 0.032 UV 0.032 U 0.032 UV 0.032 U 0.032 U 0.20 U 0.32 U 0.032 UV 0.32 U 0.32 U 0.32 U 0.20 U 0.20 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.19 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.1 I 0.50 U 750 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 760 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 3/18/2020 0.30 U 0.33 U 0.30 U 2.1 U 0.51 U 720 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U MW-7 MW-8 MW-5 MW-6 GCTLs Facility Name: Facility ID#: MW-1 MW-2 MW-3 NADCs 49 3 Facility Name:Mobil-Winter Springs #731 All Measurements = Feet Facility ID:59/9045623 FP = Free Product UK = Unknown NM= Not Measured WELL NO. MW-1 MW-2 MW-3 MW-5 MW-6 DIAMETER 2 in. 2 in. 8 in. 2 in. 2 in. WELL DEPTH 16.00 feet 15.00 feet 15.00 feet 15.00 feet 15.00 feet SCREEN INTERVAL 6-16 feet 5-15 feet 5-15 feet 5-15 feet 5-15 feet TOC ELEVATION 100.17 feet 100.03 feet 99.84 feet 100.00 feet 98.78 feet DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 4/15/2013 90.75 9.42 90.55 9.48 90.42 9.42 90.42 9.58 4/25/2013 91.36 8.81 91.28 8.75 91.36 8.48 90.89 9.11 7/15/2013 92.92 7.25 93.18 6.85 92.84 7.00 92.45 7.55 92.38 6.40 3/18/2020 90.29 9.88 90.22 9.81 90.19 9.65 89.65 10.35 89.62 9.16 WELL NO. MW-7 MW-8 DIAMETER 2 in. 2 in. in. in. in. WELL DEPTH 15.00 feet 15.00 feet feet feet feet SCREEN INTERVAL 5-15 feet 5-15 feet feet feet feet TOC ELEVATION 100.24 feet 100.09 feet feet feet feet DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 3/18/2020 89.93 10.31 89.95 10.14 WELL NO. DIAMETER in. in. in. in. in. WELL DEPTH feet feet feet feet feet SCREEN INTERVAL feet feet feet feet feet TOC ELEVATION feet feet feet feet feet DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP TABLE 4: GROUNDWATER ELEVATION DATA 49 4 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com APPENDIX A Field Notes, Equipment Calibration Logs, and Groundwater Sampling Logs 495 Appendix iii 496 FORM-LBC-DVV ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Inquiry Number: 7123398.2s September 20, 2022 497 TABLE OF CONTENTS SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 86 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-8 Physical Setting Source Map Findings A-9 Physical Setting Source Records Searched PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. 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Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. TC7123398.2s Page 1 498 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527-21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS TUSKAWILLA RD & FL 434 WINTER SPRINGS, FL 32708 COORDINATES 28.6950110 - 28ˆ 41’ 42.03’’Latitude (North): 81.2620680 - 81ˆ 15’ 43.44’’Longitude (West): Zone 17Universal Tranverse Mercator: 474399.5UTM X (Meters): 3174049.8UTM Y (Meters): 43 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 11610138 CASSELBERRY, FLTarget Property Map: 2018Version Date: 11610186 OVIEDO, FLEast Map: 2018Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20151017, 20150806Portions of Photo from: USDASource: 499 7123398.2s Page 2 20 WINTER SPRINGS CITY- 1126 E HWY 434 LUST, UST, AST, DWM CONTAM, Financial Assurance Lower 2118, 0.401, NNW 19 VACANT CHURCH AND WA 395 TUSKAWILLA RD. & SWF/LF, ASBESTOS Higher 1724, 0.327, SSW C18 PUBLIX SUPER MARKET 1160 E STATE ROAD 43 RCRA-VSQG Higher 1121, 0.212, NNW C17 PUBLIX SUPER MARKET 1160 E SR 434 AST Higher 1121, 0.212, NNW 16 2950 RAILROAD 2950 RAILROAD AVE BROWNFIELDS, ASBESTOS Lower 1018, 0.193, South 15 HI FLAVOR MEATS 315 TUSKAWILLA RD RCRA NonGen / NLR, FINDS, ECHO Lower 746, 0.141, SSW 14 HANDY WAY FOOD STORE 170 TUSCAWILLA RD LUST, UST, DWM CONTAM, Financial Assurance Higher 342, 0.065, NW B13 WINTER SPRINGS CITY 80 MICHAEL BLAKE BLV AST, Financial Assurance, NPDES Lower 274, 0.052, ESE B12 SCRIMSHER PARCEL E SR 434 DWM CONTAM, RESP PARTY Lower 272, 0.052, SE 11 1212 E. SR 434 DEBRI 1212 E. SR 434 SWF/LF Lower 108, 0.020, NE A10 1205 STATE ROAD 434 HMIRS Lower 1 ft. A9 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 RCRA NonGen / NLR, FINDS, ECHO Higher 1 ft. A8 MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 LUST, UST, CLEANUP SITES, DWM CONTAM, Financial... Higher 1 ft. A7 MOBIL R/S # 10918 1205 E HWY 434 RGA LUST Higher 1 ft. A6 MOBIL #02-Q8M 1205 E SR 434 RGA LUST Higher 1 ft. A5 MOBIL #02-Q8M 1205 E HWY 434 RGA LUST Higher 1 ft. A4 MOBIL OIL CORP SS #Q 1205 E SR 434 RCRA NonGen / NLR, FINDS, ECHO Higher 1 ft. A3 7-ELEVEN STORE #3478 1205 E STATE ROAD 43 RGA LUST Higher 1 ft. A2 MOBIL R/S #10918 1205 E STATE ROAD 43 RGA LUST Higher 1 ft. A1 EXXON MOBIL CORPORAT 1205 E STATE ROAD 43 EDR Hist Auto Higher 1 ft. Reg FORMER CENTRAL FLORI BROWNFIELDS Same 1107, 0.210, SSE Reg TOWN CENTER S.E.E.D. BROWNFIELDS Same 1 ft. MAPPED SITES SUMMARY Target Property Address: TUSKAWILLA RD & FL 434 WINTER SPRINGS, FL 32708 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 500 EXECUTIVE SUMMARY TC7123398.2s 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 mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Lists of Federal Delisted NPL sites Delisted NPL National Priority List Deletions Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE Superfund Enterprise Management System Archive Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS Corrective Action Report Lists of Federal RCRA TSD facilities RCRA-TSDF RCRA - Treatment, Storage and Disposal Lists of Federal RCRA generators 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 501 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 4 Federal ERNS list ERNS Emergency Response Notification System Lists of state- and tribal hazardous waste facilities SHWS Florida’s State-Funded Action Sites Lists of state and tribal leaking storage tanks LAST Leaking Aboveground Storage Tank Listing INDIAN LUST Leaking Underground Storage Tanks on Indian Land Lists of state and tribal registered storage tanks FF TANKS Federal Facilities Listing FEMA UST Underground Storage Tank Listing INDIAN UST Underground Storage Tanks on Indian Land TANKS Storage Tank Facility List State and tribal institutional control / engineering control registries ENG CONTROLS Institutional Controls Registry INST CONTROL Institutional Controls Registry Lists of state and tribal voluntary cleanup sites VCP 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 DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register PRIORITYCLEANERS Priority Ranking List Fl Sites Sites List US CDL National Clandestine Laboratory Register AQUEOUS FOAM Former Fire Training Facility Assessments Listing PFAS PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid Local Land Records LIENS 2 CERCLA Lien Information 502 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 5 Records of Emergency Release Reports 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 DOCKET HWC Hazardous Waste Compliance Docket Listing UXO Unexploded Ordnance Sites FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Permitted Facilities Listing ASBESTOS ASBESTOS DEDB Ethylene Dibromide Database Results DRYCLEANERS Drycleaning Facilities 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 503 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 6 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LF Recovered Government Archive Solid Waste Facilities List 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 Lists of Federal RCRA generators RCRA-VSQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 06/20/2022 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PUBLIX SUPER MARKET 1160 E STATE ROAD 43 NNW 1/8 - 1/4 (0.212 mi.) C18 68 EPA ID:: FLR000242453 504 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 7 Lists of state and tribal landfills and solid waste disposal facilities SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Department of Environmental Protection’s Facility Directory (Solid Waste Facilities). A review of the SWF/LF list, as provided by EDR, has revealed that there are 2 SWF/LF sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ VACANT CHURCH AND WA 395 TUSKAWILLA RD. & SSW 1/4 - 1/2 (0.327 mi.) 19 72 Database: SWF/LF, Date of Government Version: 04/11/2022 Facility-Site Id: 104855 Class Status: INACTIVE (I) PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 1212 E. SR 434 DEBRI 1212 E. SR 434 NE 0 - 1/8 (0.020 mi.) 11 45 Database: SWF/LF, Date of Government Version: 04/11/2022 Facility-Site Id: 98367 Class Status: PRE-AUTHORIZED (B) Lists of state and tribal leaking storage tanks LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Protection’s PCTO1--Petroleum Contamination Detail Report. A review of the LUST list, as provided by EDR, and dated 04/25/2022 has revealed that there are 3 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Discharge Cleanup Status: RA - RA ONGOING Facility Status: OPEN Facility-Site Id: 9045623 HANDY WAY FOOD STORE 170 TUSCAWILLA RD NW 0 - 1/8 (0.065 mi.) 14 51 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: CLOSED Facility-Site Id: 8516641 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS CITY- 1126 E HWY 434 NNW 1/4 - 1/2 (0.401 mi.) 20 73 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: OPEN Facility-Site Id: 8731664 505 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 8 Lists of state and tribal registered storage tanks UST: The Underground Storage Tank database contains registered USTs. Shortly after the September 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the UST list, as provided by EDR, has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Database: UST, Date of Government Version: 05/05/2022 Tank Status: B Tank Status: U Facility-Site Id: 9045623 Facility Status: OPEN HANDY WAY FOOD STORE 170 TUSCAWILLA RD NW 0 - 1/8 (0.065 mi.) 14 51 Database: UST, Date of Government Version: 05/05/2022 Tank Status: B Facility-Site Id: 8516641 Facility Status: CLOSED AST: Shortly after the Sept 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the AST list, as provided by EDR, has revealed that there are 2 AST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PUBLIX SUPER MARKET 1160 E SR 434 NNW 1/8 - 1/4 (0.212 mi.) C17 67 Database: AST, Date of Government Version: 05/05/2022 Facility-Site Id: 9809815 Facility Status: OPEN Facility Status: OPEN PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS CITY 80 MICHAEL BLAKE BLV ESE 0 - 1/8 (0.052 mi.) B13 49 Database: AST, Date of Government Version: 05/05/2022 Facility-Site Id: 9818667 Facility Status: OPEN Facility Status: OPEN Lists of state and tribal brownfield sites BROWNFIELDS: Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. A review of the BROWNFIELDS list, as provided by EDR, has revealed that there are 3 BROWNFIELDS sites 506 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 9 within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOWN CENTER S.E.E.D. 0 - 1/8 (0.000 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 12/07/2021 FORMER CENTRAL FLORI SSE 1/8 - 1/4 (0.210 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 12/07/2021 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 2950 RAILROAD 2950 RAILROAD AVE S 1/8 - 1/4 (0.193 mi.) 16 65 Database: BROWNFIELDS, Date of Government Version: 01/11/2022 Database: BSRA, Date of Government Version: 02/28/2022 Site Id: BF590702001 Facility-Site Id: BF590702000 Site Id: BF590702001 ADDITIONAL ENVIRONMENTAL RECORDS Records of Emergency Release Reports HMIRS: The Hazardous Materials Incident Report System contains hazardous material spill incidents reported to the Department of Transportation. The source of this database is the U.S. EPA. A review of the HMIRS list, as provided by EDR, and dated 03/21/2022 has revealed that there is 1 HMIRS site within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ Not reported 1205 STATE ROAD 434 0 - 1/8 (0.000 mi.) A10 44 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. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 06/20/2022 has revealed that there are 3 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP SS #Q 1205 E SR 434 0 - 1/8 (0.000 mi.) A4 9 EPA ID:: FLD984205518 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A9 40 EPA ID:: FLD981748007 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HI FLAVOR MEATS 315 TUSKAWILLA RD SSW 1/8 - 1/4 (0.141 mi.) 15 60 507 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 10 EPA ID:: FLR000057604 FINDS: The Facility Index System contains both facility information and "pointers" to other sources of information that contain more detail. These include: RCRIS; Permit Compliance System (PCS); Aerometric Information Retrieval System (AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act] and TSCA Enforcement System, FTTS [FIFRA/TSCA Tracking System]; CERCLIS; DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes); Federal Underground Injection Control (FURS); Federal Reporting Data System (FRDS); Surface Impoundments (SIA); TSCA Chemicals in Commerce Information System (CICS); PADS; RCRA-J (medical waste transporters/disposers); TRIS; and TSCA. The source of this database is the U.S. EPA/NTIS. A review of the FINDS list, as provided by EDR, and dated 05/13/2022 has revealed that there are 2 FINDS sites within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP SS #Q 1205 E SR 434 0 - 1/8 (0.000 mi.) A4 9 Registry ID:: 110006386534 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A9 40 Registry ID:: 110005991579 ECHO: ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. A review of the ECHO list, as provided by EDR, and dated 04/02/2022 has revealed that there are 2 ECHO sites within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP SS #Q 1205 E SR 434 0 - 1/8 (0.000 mi.) A4 9 Registry ID: 110006386534 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A9 40 Registry ID: 110005991579 CLEANUP SITES: 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. A review of the CLEANUP SITES list, as provided by EDR, and dated 08/22/2022 has revealed that there is 1 CLEANUP SITES site within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 DEP Cleanup Site Key: 72642594 508 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 11 DWM CONTAM: A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). A review of the DWM CONTAM list, as provided by EDR, and dated 11/30/2021 has revealed that there are 4 DWM CONTAM sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Program Site Id: 9045623 HANDY WAY FOOD STORE 170 TUSCAWILLA RD NW 0 - 1/8 (0.065 mi.) 14 51 Program Site Id: 8516641 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SCRIMSHER PARCEL E SR 434 SE 0 - 1/8 (0.052 mi.) B12 46 Program Site Id: ERIC_11188 WINTER SPRINGS CITY- 1126 E HWY 434 NNW 1/4 - 1/2 (0.401 mi.) 20 73 Program Site Id: 8731664 A list of hazardous waste facilities required to provide financial assurance under RCRA. A review of the Financial Assurance list, as provided by EDR, has revealed that there is 1 Financial Assurance site within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Database: Financial Assurance 3, Date of Government Version: 05/03/2022 Facility Status: OPEN Facility ID: 9045623 RESP PARTY: Open, inactive and closed responsible party sites A review of the RESP PARTY list, as provided by EDR, and dated 06/27/2022 has revealed that there is 1 RESP PARTY site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SCRIMSHER PARCEL E SR 434 SE 0 - 1/8 (0.052 mi.) B12 46 Site Status: CLOSED EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: 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 509 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 12 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. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ EXXON MOBIL CORPORAT 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A1 8 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LUST: 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. A review of the RGA LUST list, as provided by EDR, has revealed that there are 5 RGA LUST sites within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL R/S #10918 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A2 9 Facility ID: 9045623 7-ELEVEN STORE #3478 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A3 9 Facility ID: 9045623 MOBIL #02-Q8M 1205 E HWY 434 0 - 1/8 (0.000 mi.) A5 13 Facility ID: 9045623 MOBIL #02-Q8M 1205 E SR 434 0 - 1/8 (0.000 mi.) A6 13 Facility ID: 9045623 MOBIL R/S # 10918 1205 E HWY 434 0 - 1/8 (0.000 mi.) A7 14 Facility ID: 9045623 510 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 13 Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records. Site Name Database(s)____________ ____________ UPRIGHT RECYCLING/BRUCE G BECK SWF/LF 511 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. 40 40 4 0 4 0 4 0 40 4 0 4 0 512 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. 40 40 40 513 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 Lists of Federal NPL (Superfund) sites 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 Lists of Federal Delisted NPL sites 0 NR 0 0 0 0 1.000Delisted NPL Lists of Federal sites subject to CERCLA removals and CERCLA orders 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Lists of Federal CERCLA sites with NFRAP 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Lists of Federal RCRA facilities undergoing Corrective Action 0 NR 0 0 0 0 1.000CORRACTS Lists of Federal RCRA TSD facilities 0 NR NR 0 0 0 0.500RCRA-TSDF Lists of Federal RCRA generators 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 1 NR NR NR 1 0 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 Lists of state- and tribal hazardous waste facilities 0 NR 0 0 0 0 1.000SHWS Lists of state and tribal landfills and solid waste disposal facilities 2 NR NR 1 0 1 0.500SWF/LF Lists of state and tribal leaking storage tanks 3 NR NR 1 0 2 0.500LUST TC7123398.2s Page 4 514 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 0 0 0 0.500LAST 0 NR NR 0 0 0 0.500INDIAN LUST Lists of state and tribal registered storage tanks 0 NR NR NR 0 0 0.250FF TANKS 0 NR NR NR 0 0 0.250FEMA UST 2 NR NR NR 0 2 0.250UST 2 NR NR NR 1 1 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250TANKS State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500ENG CONTROLS 0 NR NR 0 0 0 0.500INST CONTROL Lists of state and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP Lists of state and tribal brownfield sites 3 NR NR 0 2 1 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR 0 0.001US HIST CDL 0 NR NR 0 0 0 0.500PRIORITYCLEANERS 0 NR 0 0 0 0 1.000Fl Sites 0 NR NR NR NR 0 0.001US CDL 0 NR NR NR NR NR TPAQUEOUS FOAM 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 1 NR NR NR NR 1 0.001HMIRS TC7123398.2s Page 5 515 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 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 3 NR NR NR 1 2 0.250RCRA NonGen / NLR 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 2 NR NR NR NR 2 0.001FINDS 0 NR NR NR NR 0 0.001DOCKET HWC 0 NR 0 0 0 0 1.000UXO 2 NR NR NR NR 2 0.001ECHO 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 1 NR NR NR NR 1 0.001CLEANUP SITES 0 NR NR NR 0 0 0.250DEDB 0 NR NR NR 0 0 0.250DRYCLEANERS 4 NR NR 1 0 3 0.500DWM CONTAM 1 NR NR NR NR 1 0.001Financial Assurance 0 NR NR NR 0 0 0.250FL Cattle Dip. Vats 0 NR NR NR 0 0 0.250HW GEN TC7123398.2s Page 6 516 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 1 NR NR 0 0 1 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 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 1 NR NR NR NR 1 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR 0 0.001RGA HWS 0 NR NR NR NR 0 0.001RGA LF 5 NR NR NR NR 5 0.001RGA LUST 34 0 0 3 5 26 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC7123398.2s Page 7 517 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 524645.8859YCoord: 666787.081XCoord: 2220603.49Area: PAPERMethod: 201Object Id: CITY OF WINTER SPRINGSSource: 09/04/2008Resolution Date: 2008-36Resolution: 2220603.5Acreage: CENTRALDistrict: BF590803000Area id: CITY OF WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: TOWN CENTER S.E.E.D. / BROWNFIELDName: BROWNFIELDS AREAS: 1 ft. CITY OF WINTER SPRINGS, FL < 1/8 N/A BROWNFIELDSTOWN CENTER S.E.E.D. / BROWNFIELD S109353651 523359.9865YCoord: 667230.890XCoord: 24923.4045Area: PAPERMethod: 225Object Id: Seminole CountySource: 12/11/2007Resolution Date: 2007-R-233Resolution: 6.15871000Acreage: CentralDistrict: BF590702000Area id: WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: FORMER CENTRAL FLORIDA DRUM FACILITYName: BROWNFIELDS AREAS: 1107 ft. WINTER SPRINGS, FL 1/8-1/4 N/A SSE BROWNFIELDSFORMER CENTRAL FLORIDA DRUM FACILITY S108946006 Gasoline Service Stations, NEC2009 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2008 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2007 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2006 EXXONMOBIL OIL CORPORATION Gasoline Service Stations, NEC2005 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2004 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2003 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2002 EXXONMOBIL OIL CORPORATION Gasoline Service Stations1999 MOBILE ORLANDO JAWAD INC Type:Year: Name: EDR Hist Auto Site 1 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 32708 1205 E STATE ROAD 434 N/A A1 EDR Hist AutoEXXON MOBIL CORPORATION 1020699800 TC7123398.2s Page 8 518 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline Service Stations, NEC2014 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2013 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2012 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2011 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2010 EXXON MOBIL CORPORATION EXXON MOBIL CORPORATION (Continued) 1020699800 2009 MOBIL R/S #10918 1205 E STATE ROAD 434 2010 MOBIL R/S #10918 1205 E STATE ROAD 434 RGA LUST: Site 2 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E STATE ROAD 434 N/A A2 RGA LUSTMOBIL R/S #10918 S115188214 2011 7-ELEVEN STORE #34786 1205 E STATE ROAD 434 2012 7-ELEVEN STORE #34786 1205 E STATE ROAD 434 RGA LUST: Site 3 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E STATE ROAD 434 N/A A3 RGA LUST7-ELEVEN STORE #34786 S115159657 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: FLD984205518EPA ID: WINTER SPRINGS, FL 32708Handler City,State,Zip: 1205 E SR 434Handler Address: MOBIL OIL CORP SS #Q8MHandler Name: 20111012Date Form Received by Agency: RCRA NonGen / NLR: Site 4 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 ECHOWINTER SPRINGS, FL 32708 FINDS1205 E SR 434 FLD984205518 A4 RCRA NonGen / NLRMOBIL OIL CORP SS #Q8M 1000702716 TC7123398.2s Page 9 519 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: 20130606Handler 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: NHazardous 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: DONNA HYMESOperator Name: PrivateOwner Type: DAN HORTONOwner Name: FAIRFAX, VA 22037-0002Mailing City,State,Zip: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC7123398.2s Page 10 520 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 20000209Date Became Current: PrivateLegal Status: HORTON DANOwner/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: 19910615Date Became Current: PrivateLegal Status: MOBIL OIL CORP SS # Q8MOwner/Operator Name: OperatorOwner/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: 20111027Date Became Current: PrivateLegal Status: DONNA HYMESOwner/Operator Name: OperatorOwner/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: 20000209Date Became Current: PrivateLegal Status: DAN HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: BENZENEWaste Description: D018Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC7123398.2s Page 11 521 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: ALL OTHER MISCELLANEOUS WASTE MANAGEMENT SERVICESNAICS Description: 562998NAICS 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: Not a generator, verifiedFederal Waste Generator Description: MOBIL OIL CORP SS #Q8MHandler Name: 20111012Receive 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: MOBIL OIL CORP SS #Q8MHandler Name: 19910802Receive 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: 20000209Date 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: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC7123398.2s Page 12 522 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 1205 E SR 434Address: MOBIL OIL CORP SS #Q8MName: http://echo.epa.gov/detailed-facility-report?fid=110006386534DFR URL: 110006386534Registry ID: 1000702716Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access 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 for FRS Facility Detail Report: 110006386534Registry ID: FINDS: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 1998 MOBIL #02-Q8M 1205 E HWY 434 1999 MOBIL #02-Q8M 1205 E HWY 434 2000 MOBIL #02-Q8M 1205 E HWY 434 2001 MOBIL #02-Q8M 1205 E HWY 434 2002 MOBIL #02-Q8M 1205 E HWY 434 2003 MOBIL #02-Q8M 1205 E HWY 434 2004 MOBIL #02-Q8M 1205 E HWY 434 RGA LUST: Site 5 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E HWY 434 N/A A5 RGA LUSTMOBIL #02-Q8M S115187952 1997 MOBIL #02-Q8M 1205 E SR 434 RGA LUST: Site 6 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E SR 434 N/A A6 RGA LUSTMOBIL #02-Q8M S115187953 TC7123398.2s Page 13 523 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2005 MOBIL R/S # 10918 1205 E HWY 434 2006 MOBIL R/S # 10918 1205 E HWY 434 2007 MOBIL R/S # 10918 1205 E HWY 434 2008 MOBIL R/S # 10918 1205 E HWY 434 RGA LUST: Site 7 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E HWY 434 N/A A7 RGA LUSTMOBIL R/S # 10918 S115188147 211RP Extension: 1110RP Zip: 2013-10-28RP Begin Date: ACCOUNT OWNERPrimary RP Role: 922Related Party ID: 2008-02-29 00:00:00Score Effective Date: 46Score: 32708, 2811Zip: FLState: NBad Address Ind: (813)681-4279Phone: Brandon, FL 33509Contact City/State/Zip: PO BOX 1110Contact Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Contact Company: BILL MCKNIGHT | RICK HERWEHContact: ONGO - ONGOINGFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2018-10-25 00:00:00Address Update: 2013-10-28 00:00:00Name Update: RICK HERWEHOperator: 30Score When Ranked: 2008-02-29 00:00:00Score Effective Date: 46Score: 0Datum: DPHOMethod: Not reportedFeature: 31ERange: 20STownship: 31Section: 28 41 44.6788 / 81 15 43.9905Lat/Long (dms): Central DistrictDistrict: 4871Facility Cleanup Rank: (813)681-4279Facility Phone: A - Retail StationFacility Type: OPENFacility Status: 9045623Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: LUST: Financial AssuranceSite 8 of 10 in cluster A 1 ft.DWM CONTAM Relative: Higher Actual: 43 ft. < 1/8 CLEANUP SITESWINTER SPRINGS, FL 32708 UST1205 E STATE ROAD 434 N/A A8 LUSTMOBIL-WINTER SPRINGS #731 U004130541 TC7123398.2s Page 14 524 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/26/1993Discharge Date: Contaminated Media: 1200000Cap Amount: 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: Not reportedSite Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: P - PETROLEUM LIABILITY AND RESTORATION INSURANCE PROGRAMCleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: INACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/26/1993Discharge Date: 9045623Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: ACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 4/26/1993Discharge Date: Discharge Cleanup Summary: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 15 525 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 89795RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 84141SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Mgr: INACTIVECleanup Work Status: Not reportedSRC Comment: Not reportedSRC Issue Date: -SRC Completion Status: Not reportedSRC Review Date: Not reportedSRC Submit Date: -SRC Action Type: 05-10-2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 04-26-1993Discharge Date: Not reportedSource Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: OPENFacility Status: 9045623Facility ID: CDDistrict: Task Information: 25Gallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 16 526 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 2Tank ID: UST: 28 41 45.5900000 / 81 15 43.8500000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 9045623Facility ID: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 17 527 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 18 528 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 19 529 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 3Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 20 530 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 21 531 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 4Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 22 532 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 23 533 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 24 534 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 10/1/2008Install Date: 10/01/2008Status Date: UTank Status: UNDERGROUNDTank Location: 20000Tank Capacity: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 25 535 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 26 536 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 27 537 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Vehicular DieselContent Description: DSubstance: 10/1/2008Install Date: 10/01/2008Status Date: UTank Status: UNDERGROUNDTank Location: 20000Tank Capacity: 6Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 28 538 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 29 539 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 30 540 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 1Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 31 541 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 32 542 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PETROCLLC Cleanup Category Key: TKCPAC Program Area Id: 9045623Source Database Id: Storage Tank Contamination MonitoringSource Database Name: 72642594DEP Cleanup Site Key: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CLEANUP SITES: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 33 543 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PO BOX 1110RP Address1: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)RP Name: 10/28/2013RP Begin Date: ACCOUNT OWNERPrimary RP Role: 922Related Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: 4871Rank: 30Score When Ranked: 2008-02-29 00:00:00Score Effective Date: A - Retail StationFacility Type: OPENFacility Status: DPHOMethod: Not reportedDatum: 46Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 43.85Long SS: 15Long MM: 81Long DD: 45.59Lat SS: 41Lat MM: 28Lat DD: 9045623Program Site Id: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: DWM CONTAM: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Not reportedComments: DPHOVerified Coordinate Method ID Code: HARNDC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: STCMSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: 06/09/2005Verification Date: DEPARTMENT OF ENVIRONMENTAL PRVerifier Affiliation: WOEBER_AVerifier Username: Not reportedInterpolation Scale: 1010Map Source Scale: 1994 doqsMap Source: CONTRACTORCollect Affiliation: 07/23/2003Collect Date: PERRY_JF59Collect Username: REVIEWEDVSC1 Verification Status: High Accuracy Reference NetworkDC4 Datum Id: Digital Aerial Photography With Ground ControlCMC2 Coordinate Method Id: 4Calc Coordinates Accuracy Level Id: EXACTPC2 Proximity Id: FACILOIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 08/22/2022Data Load Date: ACTIVERSC2 Remediation Status Key: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 34 544 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2012Expire Date: 04/30/2011Effective Date: ILLINOIS UNIONInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/29/2011Expire Date: 04/30/2010Effective Date: ANCON INSURANCE CO INCInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: FL Financial Assurance 3: PRESS_DMSite Manager: 211RP Extension: (813)681-4279RP Phone: BILL MCKNIGHT | RICK HERWEHContact: 1110RP Zip4: 33509RP Zip5: FLRP State: BRANDONRP City: ATTN: STORAGE TANK REGISRP Address2: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 35 545 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 922Owner ID: 12/31/2015Expire Date: 12/31/2014Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2014Expire Date: 12/31/2013Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/18/2013Expire Date: 12/18/2012Effective Date: IRONSHORE SPECIALTY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 36 546 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2017Expire Date: 01/01/2017Effective Date: NAUTILUS INSURANCE COMPANYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2016Expire Date: 12/31/2015Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 37 547 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2021Expire Date: 01/31/2020Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2020Expire Date: 01/31/2019Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2018Expire Date: 12/31/2017Effective Date: SCOTTSDALEInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 38 548 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 05/31/2019Expire Date: 05/31/2018Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2022Expire Date: 01/31/2021Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 39 549 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2010Expire Date: 05/01/2009Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2009Expire Date: 05/01/2008Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 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: 305-699-4505Contact Telephone: WINTER SPRINGS, FL 32708-2811Contact City,State,Zip: E STATE ROAD 434Contact Address: WAYNE NORMANContact Name: FLD981748007EPA ID: WINTER SPRINGS, FL 32708-2811Handler City,State,Zip: 1207 E STATE ROAD 434Handler Address: FOREIGN CAR PARTS SERVICEHandler Name: 20121019Date Form Received by Agency: RCRA NonGen / NLR: Site 9 of 10 in cluster A 1 ft. Relative: Higher Actual: 44 ft. < 1/8 ECHOWINTER SPRINGS, FL 32708 FINDS1207 E STATE ROAD 434 FLD981748007 A9 RCRA NonGen / NLRFOREIGN CAR PARTS SERVICE 1000202983 TC7123398.2s Page 40 550 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: NHazardous 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: WAYNE NORMANOwner Name: WINTER SPRINGS, FL 32708-2811Mailing City,State,Zip: E STATE ROAD 434Mailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 TC7123398.2s Page 41 551 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: FOREIGN CAR PARTS SERVICEHandler Name: 20121019Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2811Owner/Operator City,State,Zip: 1207 E STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 20000925Date Became Current: PrivateLegal Status: WAYNE NORMANOwner/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 32708-2811Owner/Operator City,State,Zip: 1207 E STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 20000925Date Became Current: PrivateLegal Status: NORMAN WAYNEOwner/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 32708-2811Owner/Operator City,State,Zip: 1207 E STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 20000925Date Became Current: PrivateLegal Status: WAYNE NORMANOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20130305Handler Date of Last Change: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 TC7123398.2s Page 42 552 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 1207 E STATE ROAD 434Address: FOREIGN CAR PARTS SERVICEName: http://echo.epa.gov/detailed-facility-report?fid=110005991579DFR URL: 110005991579Registry ID: 1000202983Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access 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 for FRS Facility Detail Report: 110005991579Registry 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: FOREIGN CAR PARTS SERVICEHandler Name: 19870114Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 TC7123398.2s Page 43 553 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Reported damage: 0Other damage: 0Cleanup cost: 0Pvt/Pub damage: 0Carrier damage: 5Product loss: 0Fatalities: 0Minor injuries: 0Major injuries: 0Number evacuated: 0number of lanes: 999Highway type: FEstimated speed: FalseAccident/Derailment: 282Community: 272Land use: 263Trans. phase: CargoVehicle Type: 110 100Misc. info: FalseR.Q. met: FalseHazardous: UN1203ID Number: 30Hazard Class: SpillageResult: 5.00 GALAmount: GASOLINETrade name: GASOLINECommodity name: 03/02/2002Date: 4Transportation mode: 20General cause: WINTER SPRINGS, FL 32869 1205 STATE ROAD 434 EASTConsignee addess: EXXON MOBIL CHEMICAL COConsignee name: 94895Consignee ID: 793084Shipping paper number: TAFT, FL 32824 9919 SOUTH ORANGE AVENUEShipper address: KINDER MORGANShipper name: 89722Shipper ID: TALLAHASSEE, FL 32304 122 APPLEYARD DRIVECarrier address: MC KENZIE TANK LINES INCCarrier: Not reportedCarrier reporting #: 15472Carrier ID: WINTER SPRINGS, FL 32869 1205 STATE ROAD 434 EAST EXXON MOBIL CHEMICAL CODestination: TAFT, FL 32824 9919 SOUTH ORANGE AVENUEPlace of origin: WINTER SPRINGS, FL 1205 STATE ROAD 434 EASTSite location: 2002030877Report #: HMIRS: Site 10 of 10 in cluster A 1 ft. Relative: Lower Actual: 42 ft. < 1/8 WINTER SPRINGS, FL 1205 STATE ROAD 434 EAST N/A A10 HMIRS 2002033772 TC7123398.2s Page 44 554 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WITH ABSORBENT PADS. AREA SPILLING APPROXIMATELY 5 GALLONS ON THE GROUND. DRIVER CLEANED UP UP, DRIVER WAS DROPPING REGULAR GASOLINE, CLAIMED THERE WAS A VAPOR BACK Remarks: 0Shipment code number: 0Number failed code: 0Capacity container code: NO RESPONSEOther contributing cause: NO RESPONSEAffected side: NO RESPONSEContributing failure: NO RESPONSEContributing Object: NO RESPONSEContributing cause: Not reportedExemption #: 05/17/2001Inspection date: Not reportedRegistration #: FLAMLabel: A3A7B417H5Tank serial #: UNKNOWN, XX HEIL COMPANYManuf. name: 14196Manufacture’s ID: Not reportedContainer gauge: 1Number in shipment: 1Number failed: 9500.00 GALContainer capacity: MC307Container type: Inner and Outer Container Information: 0Incident damage: (Continued)2002033772 Not reportedEMail Address2: Not reportedEMail Address1: Not reportedResponsible Authority Phone: Not reportedResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: Not reportedResponsible Authority Name: Not reportedRange: Not reportedTownship: Not reportedSection: PRE-AUTHORIZED (B)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:41 / 81:15:35Lat/Long: CDDistrict: 98367Facility ID: CITY OF WINTER SPRINGS, FL 32708City,State,Zip: 1212 E. SR 434Address: 1212 E. SR 434 DEBRIS STAGING AREAName: SWF/LF: 108 ft. 0.020 mi. Relative: Lower Actual: 40 ft. < 1/8 CITY OF WINTER SPRINGS, FL 32708 NE 1212 E. SR 434 N/A 11 SWF/LF1212 E. SR 434 DEBRIS STAGING AREA S109689106 TC7123398.2s Page 45 555 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: 1212 E. SR 434 DEBRIS STAGING AREA (Continued) S109689106 George HoustonSite 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: RESPONSPARTYProgram Area: CDOffice/ District: 38.2828Long SS: 15Long MM: 81Long DD: 37.4926Lat SS: 41Lat MM: 28Lat DD: ERIC_11188Program Site Id: WINTER SPRINGS,, FLCity,State,Zip: E SR 434Address: SCRIMSHER PARCELName: DWM CONTAM: 272 ft. Site 1 of 2 in cluster B 0.052 mi. Relative: Lower Actual: 34 ft. < 1/8 WINTER SPRINGS,, FL 32708 SE RESP PARTYE SR 434 N/A B12 DWM CONTAMSCRIMSHER PARCEL S118895025 TC7123398.2s Page 46 556 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCRIMSHER PARCELName: Not reportedObjectid: Not reportedDocuments: Not reportedOffsite Contamination Key: Not reportedSite Phase Description: Not reportedSite Manager: Not reportedGIS ALBY: Not reportedGIS ALBX: Not reportedDischarge Date: Not reportedICR Indicator: Not reportedWMD: Not reportedProgram Status: Not reportedProgram Type: Not reportedProgram: Not reportedSource Facility ID: Not reportedSource Facility Name: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Digital Aerial Photography With Ground ControlDecode for V_Method: extend offsite. that contamination above applicable standards or criteria DOES NOT No, the best available evidence (such as completed SAR) demonstratesDecode for Off Site COC: Digital Aerial Photography With Ground ControlDecode for Method: North American Datum of 1983Decode for Datum: Central DistrictDecode for District: 08/24/2016Verification Date: CRVerifying Program Id: Florida Department of Environmental ProtectionVerifier Affiliation: HOUSTON_GVerifier Username: DPHOVerify Method Id: 3Coordinate Accuracy Id: 12000Interpolation Scale: 12000Map Source Scale: IMAGERY_11_13Map Series Used: 08/24/2016Collect Date: CRCollect Program Id: Florida Department of Environmental ProtectionCollect Affiliation: HOUSTON_GCollect Username: EXACTProximity To Object: CAP_RAP SITEObject Of Interest: Not reportedFeature: DPHOMethod ID: NAD83Datum: Not reportedPriority Score: NOffsite Cont Impact: Not reportedContaminants: 08/23/2016Initial Date Received: Not reportedOGC Case Number: HOUSTON_GProject Manager: CLOSEDSite Status: 352812Project Id: 346911Site Id: Central DistrictDistrict: WINTER SPRINGS,, FL 32708City,State,Zip: E SR 434Address: SCRIMSHER PARCELName: RESP PARTY: SCRIMSHER PARCEL (Continued)S118895025 TC7123398.2s Page 47 557 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4185Objectid: https://prodenv.dep.state.fl.us/DepNexus/public/electronic-documents/ERIC_11188/gis-facility!searchDocuments: NOCONTAMOffsite Contamination Key: Phase 2 - Full AssessmentSite Phase Description: George HoustonSite Manager: 523807.98999999999GIS ALBY: 667143.17000000004GIS ALBX: Not reportedDischarge Date: NICR Indicator: SJRWMDWMD: COMPLETEProgram Status: RESPONSPARTYProgram Type: Responsible Party CleanupProgram: 138637Source Facility ID: SCRIMISHER PARCELSource Facility Name: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Not reportedDecode for V_Method: Not reportedDecode for Off Site COC: Digital Aerial Photography With Ground ControlDecode for Method: North American Datum of 1983Decode for Datum: Central DistrictDecode for District: Not reportedVerification Date: Not reportedVerifying Program Id: Not reportedVerifier Affiliation: Not reportedVerifier Username: Not reportedVerify Method Id: 3Coordinate Accuracy Id: 12000Interpolation Scale: 12000Map Source Scale: IMAGERY_11_13Map Series Used: Not reportedCollect Date: Not reportedCollect Program Id: Not reportedCollect Affiliation: HOUSTON_GCollect Username: EXACTProximity To Object: CAP_RObject Of Interest: Not reportedFeature: DPHOMethod ID: NAD83Datum: Not reportedPriority Score: Not reportedOffsite Cont Impact: Not reportedContaminants: Not reportedInitial Date Received: Not reportedOGC Case Number: Not reportedProject Manager: CLOSEDSite Status: Not reportedProject Id: ERIC_11188Site Id: Central DistrictDistrict: WINTER SPRINGS,, FL 32708City,State,Zip: E SR 434Address: SCRIMSHER PARCEL (Continued)S118895025 TC7123398.2s Page 48 558 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 1Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 1Tank ID: Monitoring: Abv, no soil contactPiping Description: APiping Category: 1Tank ID: Approved synthetic materialPiping Description: NPiping Category: 1Tank ID: Piping: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 8/1/2021Install Date: 08/01/2021Status Date: UTank Status: ABOVEGROUNDTank Location: 631Tank Capacity: 1Tank ID: Tank: Not reportedLatitude/Longitude: Not reportedPositioning Method: STATERegion: PDepco: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073271800Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 80 MICHAEL BLAKE BLVDAddress: WINTER SPRINGS CITY - LIFT STATIONName: 9818667Facility ID: AST: 274 ft. Site 2 of 2 in cluster B 0.052 mi. Relative: Lower Actual: 36 ft. < 1/8 NPDESWINTER SPRINGS, FL 32708 ESE Financial Assurance80 MICHAEL BLAKE BLVD N/A B13 ASTWINTER SPRINGS CITY - LIFT STATION S125296873 TC7123398.2s Page 49 559 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TLSTDistrict Office: and/or monitoring is taking place. reclaimed water or wastewater residual discharge into the environment Active - Existing, permitted facility/site for which effluent,Status: Construction Stormwater GPFacility Type: FLR10SS01Facility ID: WINTER SPRINGS, FLCity,State,Zip: 80 MICHAEL BLAKE BLVDAddress: WINTER SPRINGS RETIREMENT RESIDENCEName: WASTEWATER: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2022Expire Date: 11/09/2021Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073271800Facility Phone: 9818667Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 80 MICHAEL BLAKE BLVDAddress: WINTER SPRINGS CITY - LIFT STATIONName: FL Financial Assurance 3: Double wallConstruction Description: IConstruction Category: 1Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 1Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 1Tank ID: SteelConstruction Description: CConstruction Category: 1Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: WINTER SPRINGS CITY - LIFT STATION (Continued) S125296873 TC7123398.2s Page 50 560 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveDecode For Fstatus: Not reportedTreatment: 36.72Longitude Seconds: 15Longitude Minutes: 81Longitude Degrees: 38.52Latitude Seconds: 41Latitude Minutes: 28Latitude Degrees: Generic PermitDOC Description: 05/16/2024Expiration Date: 05/17/2019Effective Date: 05/17/2019Issue Date: crystal@hallcompanyinc.comEmail: 4073274930Telephone: Winter Springs FL 32708-2651RP City,Stat,Zip: Not reportedRP Address 2: 225 Old Sanford Oviedo RdRP Address: James C. Hall Company Inc.Company Name: James C Hall, PMTEParty Name: Not reportedPermit Capacity: PrivateOwner Type: Not reportedEnvironmental Interest: Not reportedNPDES Permitted Site: WINTER SPRINGS CITY - LIFT STATION (Continued) S125296873 BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2000-08-29 00:00:00Address Update: Not reportedName Update: BRENT PUZAKOperator: 76Score When Ranked: 2013-02-01 00:00:00Score Effective Date: 56Score: 0Datum: DPHOMethod: Not reportedFeature: 30Range: 20Township: 36Section: 28 41 47.7907 / 81 15 47.2791Lat/Long (dms): Central DistrictDistrict: 556Facility Cleanup Rank: (904)327-1217Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516641Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: LUST: 342 ft. 0.065 mi.Financial Assurance Relative: Higher Actual: 45 ft. < 1/8 DWM CONTAMWINTER SPRINGS, FL 32708 NW UST170 TUSCAWILLA RD N/A 14 LUSTHANDY WAY FOOD STORE #3333 U003334173 TC7123398.2s Page 51 561 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: S - SITE REHABILITATION FUNDING AGREEMENTCleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/7/2000Discharge Date: 8516641Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 9/28/1987Discharge Date: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 8/7/2000Discharge Date: Discharge Cleanup Summary: 6549RP Extension: 6496RP Zip: 1999-05-03RP Begin Date: ACCOUNT OWNERPrimary RP Role: 10563Related Party ID: 2013-02-01 00:00:00Score Effective Date: 56Score: 32708, 3715Zip: FLState: NBad Address Ind: (919)774-6700Phone: CARY, NC 27511Contact City/State/Zip: 305 GREGSON DRContact Address: THE PANTRY INCContact Company: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 52 562 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/28/1987Discharge Date: Not reportedGallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: YesContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/7/2000Discharge Date: Contaminated Media: 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: 9/10/2013Site Mgr End Date: PRESS_DMSite 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: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/28/1987Discharge Date: 8516641Facility ID: 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: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 53 563 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 08-07-2000Discharge Date: 07-10-2013Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: A - Leaded GasPollutant: YesContaminated Ground Water: NoContaminated Surface Water: YesContaminated Soil: NoContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 54 564 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: YSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23271SR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 09-28-1987Discharge Date: 07-10-2013Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 90612RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 91160SA Task ID: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 55 565 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2Tank ID: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 5/1/1982Install Date: 03/27/1995Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 1Tank ID: UST: 28 41 47.9799999 / 81 15 47.0200000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: 8516641Facility ID: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 23274RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: RP - RESPONSIBLE PARTYRAP Cleanup Responsible ID: 23273RAP Task ID: Not reportedSA Payment Date: 01-17-1997SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23272SA Task ID: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 56 566 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 4/1/1995Install Date: 07/01/2000Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 5Tank ID: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 5/1/1982Install Date: 03/27/1995Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 4Tank ID: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 5/1/1982Install Date: 03/27/1995Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 57 567 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: Not reportedDatum: 56Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 47.02Long SS: 15Long MM: 81Long DD: 47.98Lat SS: 41Lat MM: 28Lat DD: 8516641Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: DWM CONTAM: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 4/1/1995Install Date: 07/01/2000Status Date: BTank Status: UNDERGROUNDTank Location: 12000Tank Capacity: 3Tank ID: 9197746700Owner Phone: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 58 568 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: 8516641Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: FL Financial Assurance 3: 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: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: CLOSEDFacility Status: DPHOMethod: Not reportedDatum: 56Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 47.02Long SS: 15Long MM: 81Long DD: 47.98Lat SS: 41Lat MM: 28Lat DD: 8516641Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: Not reportedSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 59 569 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9197746700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: Not reportedExpire Date: Not reportedEffective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: 8516641Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: 9197746700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: 04/09/1991Expire Date: 04/09/1990Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: HANDY WAY FOOD STORE #3333 (Continued) U003334173 XNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: OWNER SECContact Title: Not reportedContact Email: Not reportedContact Fax: 407-365-5661Contact Telephone: WINTER SPRINGS, FL 32708-3710Contact City,State,Zip: TUSKAWILLA RDContact Address: ROBBIE ONDICKContact Name: FLR000057604EPA ID: WINTER SPRINGS, FL 32708-3710Handler City,State,Zip: 315 TUSKAWILLA RDHandler Address: HI FLAVOR MEATSHandler Name: 20110615Date Form Received by Agency: RCRA NonGen / NLR: 746 ft. 0.141 mi. Relative: Lower Actual: 40 ft. 1/8-1/4 ECHOWINTER SPRINGS, FL 32708 SSW FINDS315 TUSKAWILLA RD FLR000057604 15 RCRA NonGen / NLRHI FLAVOR MEATS 1001487207 TC7123398.2s Page 60 570 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: NHazardous 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: HI FLAVOR MEATSOperator Name: PrivateOwner Type: ONDICKOwner Name: WINTER SPRINGS, FL 32708-3710Mailing City,State,Zip: TUSKAWILLA RDMailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 61 571 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-3710Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 19990629Date Became Current: PrivateLegal Status: HI FLAVOR MEATSOwner/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 32708Owner/Operator City,State,Zip: 201 TUSKAWILLA RDOwner/Operator Address: 20000218Date Ended Current: 20000217Date Became Current: PrivateLegal Status: ONDICKOwner/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 32708-3710Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 19990629Date Became Current: PrivateLegal Status: HI FLAVOR MEATSOwner/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 32708Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 20000217Date Became Current: PrivateLegal Status: HI FLAVOR MEATS INCOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20151230Handler Date of Last Change: Not reportedFinancial Assurance Required: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 62 572 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 311612NAICS 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: HI FLAVOR MEATSHandler Name: 20000217Receive 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: HI FLAVOR MEATSHandler Name: 20110615Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708Owner/Operator City,State,Zip: 201 TUSKAWILLA RDOwner/Operator Address: 20000218Date Ended Current: 20000217Date Became Current: PrivateLegal Status: ONDICKOwner/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 32708Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 20000217Date Became Current: PrivateLegal Status: HI FLAVOR MEATS INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 63 573 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateEvaluation Responsible Agency: 19990615Evaluation 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: Not reportedAgency Which Determined Violation: NoFound Violation: Facility Has Received Notices of Violation: MEAT MARKETSNAICS Description: 44521NAICS Code: WHOLESALE TRADE AGENTS AND BROKERSNAICS Description: 42512NAICS Code: BUSINESS TO BUSINESS ELECTRONIC MARKETSNAICS Description: 42511NAICS Code: MEAT AND MEAT PRODUCT MERCHANT WHOLESALERSNAICS Description: 42447NAICS Code: MEAT PROCESSED FROM CARCASSESNAICS Description: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 64 574 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 315 TUSKAWILLA RDAddress: HI FLAVOR MEATSName: http://echo.epa.gov/detailed-facility-report?fid=110005657128DFR URL: 110005657128Registry ID: 1001487207Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access 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 for FRS Facility Detail Report: 110005657128Registry ID: FINDS: 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: J PEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: NoFound Violation: HI FLAVOR MEATS (Continued)1001487207 AWAITING CLEANUPRemediation: 6.15871099Acreage: CentralDistrict: 05/03/2019SRCO Date: Former Central Florida Drum FacilityArea Name: BF590702000Area Id: 59County Code: 56Object Id: BF590702001Site Id: WINTER SPRINGS, FL 32708City,State,Zip: 2950 (M-1 ZONING AREA ONLY) AND 2960 RAILROAD AVENUEAddress: FORMER CENTRAL FLORIDA DRUM FACILITYName: BROWNFIELDS: 1018 ft. 0.193 mi. Relative: Lower Actual: 40 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 South ASBESTOS2950 RAILROAD AVE N/A 16 BROWNFIELDS2950 RAILROAD S116348626 TC7123398.2s Page 65 575 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Pipe SF: Not reportedPipe RACM: 0Floor SF: Not reportedFloor RACM: 0Cementitious SF: Not reportedCementitious RACM: 05/31/2016Finish Date: 05/02/2016Start Date: BOYKIN CONSTRUCTIONContractor Name: STANARD PACIFICOwner Name: Not reportedAnnual Notification: Not reportedOrdered Demolition?: 2950 RAILROADSite Name: REVIEWEDNotification Status: DEMOLITIONProject Type: ORIGINALNotification Type: 87482Notification ID: AS11701467Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 2950 RAILROAD AVEAddress: 2950 RAILROADName: ASBESTOS: -81.2598369Longitude: 28.6896972Latitude: CConditional or Unconditional Closure: ERIC_11104ERIC ID: 05/03/2019Issue Date: 12/27/2007Executed Date: BF590702001Site Id: 6.45Acreage: CentralDistrict: BF590702000Area Id: WINTER SPRINGS, FL 32708City,State,Zip: 2950 (M-1 ZONING AREA ONLY) AND 2960 RAILROAD AVENUEAddress: FORMER CENTRAL FLORIDA DRUM FACILITYName: BSRA: 12/20/2007Datestamp: CLARKE_CUser Name: aka L.D. Plante, Inc.Comment: 01/17/2008Date Verification: DPHOVerification: PAPERMethod: Seminole CountySource: 35.89Long SS: 15Long MM: -81Long DD: 24.12Lat SS: 41Lat MM: 28Lat DD: -81.2598369Longitude: 28.6896972Latitude: 523396.5232Y Coordinate: 667217.022X Coordinate: 12/27/2007BSRA Date: 2950 RAILROAD (Continued)S116348626 TC7123398.2s Page 66 576 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Receive: Not reportedTransporter Zip: Not reportedTransporter State: Not reportedTransporter City: Not reportedTransporter Address: WWaste Disp Source: 22321Waste Disp ID: YContractor is Transporter: Not reportedTransporter Name: 32703Waste Disposal Zip: FLWaste Disposal State: APOPKAWaste Disposal City: 255 W. KEENE ROADWaste Disposal Address: KEENE ROAD LANDFILL - CLASS IIIWaste Disposal Site: 0Surface Mat SF: Not reportedSurface Mat RACM: 0Roof SF: Not reportedRoof RACM: 0CF RACM: 2950 RAILROAD (Continued)S116348626 IPiping Category: 1Tank ID: Abv, no soil contactPiping Description: APiping Category: 1Tank ID: Piping: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 11/1/2007Install Date: 11/01/2007Status Date: UTank Status: ABOVEGROUNDTank Location: 1000Tank Capacity: 1Tank ID: Tank: Not reportedLatitude/Longitude: Not reportedPositioning Method: STATERegion: PDepco: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073279725Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1160 E SR 434Address: PUBLIX SUPER MARKET #62Name: 9809815Facility ID: AST: 1121 ft. Site 1 of 2 in cluster C 0.212 mi. Relative: Higher Actual: 46 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NNW 1160 E SR 434 N/A C17 ASTPUBLIX SUPER MARKET #62 A100318088 TC7123398.2s Page 67 577 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Level gauges/alarmsConstruction Description: PConstruction Category: 1Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 1Tank ID: Double wallConstruction Description: IConstruction Category: 1Tank ID: SteelConstruction Description: CConstruction Category: 1Tank ID: Construction: 8636881188Owner Phone: BRENDA WILLIAMS EXT-55017Owner Contact: LAKELAND, FL 33802Owner City,State,Zip: ATTN: ESP STORAGE TANK REGISOwner Address 2: PO BOX 407Owner Address: PUBLIX SUPER MARKETS INC - ENVIRONMENTALOwner Name: 25164Owner ID: Owner: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 1Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 1Tank ID: Monitoring: Suction piping systemPiping Description: PUBLIX SUPER MARKET #62 (Continued) A100318088 BRENDA WILLIAMSContact Name: FLR000242453EPA ID: WINTER SPRINGS, FL 32708-2715Handler City,State,Zip: 1160 E STATE ROAD 434Handler Address: PUBLIX SUPER MARKET #62Handler Name: 20201221Date Form Received by Agency: RCRA-VSQG: 1121 ft. Site 2 of 2 in cluster C 0.212 mi. Relative: Higher Actual: 46 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NNW 1160 E STATE ROAD 434 FLR000242453 C18 RCRA-VSQGPUBLIX SUPER MARKET #62 1027096185 TC7123398.2s Page 68 578 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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: NHazardous 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: PUBLIX SUPER MARKETS INCOperator Name: PrivateOwner Type: WINTER SPRINGS STATION LLCOwner Name: WINTER SPRINGS, FL 32708-2715Mailing City,State,Zip: 1160 E STATE ROAD 434Mailing 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: MGR ENVIRONMENTAL COMPLIANCEContact Title: BRENDA.WILLIAMS@PUBLIX.COMContact Email: Not reportedContact Fax: 863-688-1188Contact Telephone: LAKELAND, FL 33811-3311Contact City,State,Zip: 3300 PUBLIX CORPORATE PARKWAYContact Address: PUBLIX SUPER MARKET #62 (Continued) 1027096185 TC7123398.2s Page 69 579 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PrivateLegal Status: PUBLIX SUPER MARKETS INCOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: 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: METHYL ETHYL KETONEWaste Description: D035Waste Code: 2,4-D (2,4-DICHLOROPHENOXYACETIC ACID)Waste Description: D016Waste Code: SELENIUMWaste Description: D010Waste Code: MERCURYWaste Description: D009Waste Code: CHROMIUMWaste Description: D007Waste Code: CORROSIVE WASTEWaste Description: D002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20220415Handler 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: PUBLIX SUPER MARKET #62 (Continued) 1027096185 TC7123398.2s Page 70 580 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: RETAILERS) SUPERMARKETS AND OTHER GROCERY RETAILERS (EXCEPT CONVENIENCENAICS Description: 445110NAICS Code: List of NAICS Codes and Descriptions: NoElectronic Manifest Broker: NoNon 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: PUBLIX SUPER MARKET #62Handler Name: 20201221Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 513-554-1110Owner/Operator Telephone: CINCINNATI, OH 45249-0000Owner/Operator City,State,Zip: 11501 NORTHLAKE DROwner/Operator Address: Not reportedDate Ended Current: 20171020Date Became Current: PrivateLegal Status: WINTER SPRINGS STATION LLCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 863-688-1188Owner/Operator Telephone: LAKELAND, FL 33811-0000Owner/Operator City,State,Zip: 3300 PUBLIX CORP PKWYOwner/Operator Address: Not reportedDate Ended Current: 20021107Date Became Current: PUBLIX SUPER MARKET #62 (Continued) 1027096185 TC7123398.2s Page 71 581 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCF RACM: Not reportedPipe SF: Not reportedPipe RACM: 250Floor SF: Not reportedFloor RACM: 600Cementitious SF: Not reportedCementitious RACM: 05/17/2016Finish Date: 05/11/2016Start Date: CROSS CONSTRUCTION SERVICES, INC.Contractor Name: STANDARD PACIFIC OF FLORIDAOwner Name: Not reportedAnnual Notification: NOrdered Demolition?: CHURCH AND WAREHOUSESite Name: REVIEWEDNotification Status: RENOVATIONProject Type: ORIGINALNotification Type: 87645Notification ID: AS11701468Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 395 TUSKAWILLA RD. & 2950 RAILROAD AVE.Address: VACANT CHURCH AND WAREHOUSEName: ASBESTOS: 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: 28:41:24.79 / 81:15:48.91Lat/Long: CDDistrict: 104855Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 395 TUSKAWILLA RDAddress: TUSKAWILLA CROSSINGS DISASTER DEBRIS MANAGEMENT SITEName: SWF/LF: 1724 ft. 0.327 mi. Relative: Higher Actual: 47 ft. 1/4-1/2 WINTER SPRINGS, FL 32708 SSW ASBESTOS395 TUSKAWILLA RD. & 2950 RAILROAD AVE. N/A 19 SWF/LFVACANT CHURCH AND WAREHOUSE S120042590 TC7123398.2s Page 72 582 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Receive: Not reportedTransporter Zip: FLTransporter State: Not reportedTransporter City: Not reportedTransporter Address: WWaste Disp Source: 85764Waste Disp ID: YContractor is Transporter: Not reportedTransporter Name: 33538Waste Disposal Zip: FLWaste Disposal State: LAKE PANASOFFKEEWaste Disposal City: 1032 CR 529AWaste Disposal Address: ACMS CLASS I LANDFILLWaste Disposal Site: 1150Surface Mat SF: Not reportedSurface Mat RACM: Not reportedRoof SF: Not reportedRoof RACM: VACANT CHURCH AND WAREHOUSE (Continued) S120042590 NBad Address Ind: (407)327-1800Phone: WINTER SPRINGS, FL 32708Contact City/State/Zip: 1126 E SR 434Contact Address: WINTER SPRINGS CITYContact Company: IAN FLETCHERContact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2011-07-22 00:00:00Address Update: 2009-09-15 00:00:00Name Update: KIP LOCKCUFFOperator: 26Score When Ranked: 2005-02-07 00:00:00Score Effective Date: 26Score: 0Datum: DPHOMethod: Not reportedFeature: 30ERange: 20STownship: 36Section: 28 42 6.6917 / 81 15 56.1041Lat/Long (dms): Central DistrictDistrict: 6627Facility Cleanup Rank: (407)327-1800Facility Phone: H - Local GovernmentFacility Type: OPENFacility Status: 8731664Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: LUST: 2118 ft.Financial Assurance 0.401 mi.DWM CONTAM Relative: Lower Actual: 42 ft. 1/4-1/2 ASTWINTER SPRINGS, FL 32708 NNW UST1126 E HWY 434 N/A 20 LUSTWINTER SPRINGS CITY-CITY HALL U001374552 TC7123398.2s Page 73 583 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 05-15-2003Discharge Date: 09-19-2008Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: H - Local Government -Facility Type: OPENFacility Status: 8731664Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: DAMAGE TO THE FILL PORT AREA, RECENT CONSTRUCTIONPollutant Other Description: B - Unleaded GasPollutant: Not reportedContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: YesContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEElig Indicator: COMPLIANCE INSPECTIONOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/3/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 5/15/2003Discharge Date: Contaminated Media: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/3/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 5/15/2003Discharge Date: Discharge Cleanup Summary: 320RP Extension: 2799RP Zip: 1987-01-02RP Begin Date: ACCOUNT OWNERPrimary RP Role: 24225Related Party ID: 2005-02-07 00:00:00Score Effective Date: 26Score: 32708, 2715Zip: FLState: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 74 584 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HFacility Type: OPENFacility Status: 4073271800Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 8731664Facility ID: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 83531RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: 83785RAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 82754SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: 24SR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: 10-22-2003SR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: 82753SR Task ID: PCLP59 - Seminole CountyTank Office: 12-10-2008Site Mgr End Date: SCHMIDT_JDSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-03-2008SRC Issue Date: A - APPROVEDSRC Completion Status: 09-19-2008SRC Review Date: 09-16-2008SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-03-2008Disch Cleanup Status Date: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 75 585 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Steel/galvanized metalPiping Description: BPiping Category: 3Tank ID: External protective coatingPiping Description: DPiping Category: 3Tank ID: Abv, no soil contactPiping Description: APiping Category: 3Tank ID: Piping: Double wall - tank jacketConstruction Description: RConstruction Category: 3Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 3Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 3Tank ID: SteelConstruction Description: CConstruction Category: 3Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 4/1/1985Install Date: 09/17/2007Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 1Tank ID: UST: 28 42 6.41999999 / 81 15 58.2000000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Local GovernmentType Description: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 76 586 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Abv, no soil contactPiping Description: APiping Category: 3Tank ID: Piping: Double wall - tank jacketConstruction Description: RConstruction Category: 3Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 3Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 3Tank ID: SteelConstruction Description: CConstruction Category: 3Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 4/1/1985Install Date: 05/01/2009Status Date: BTank Status: UNDERGROUNDTank Location: 1000Tank Capacity: 2Tank ID: Monitor tank bottom spaceMonitoring Description: RPetro Monitoring Category: 3Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 3Tank ID: Monitoring: Suction piping systemPiping Description: IPiping Category: 3Tank ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 77 587 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation External protective coatingPiping Description: DPiping Category: 3Tank ID: Abv, no soil contactPiping Description: APiping Category: 3Tank ID: Piping: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 5/1/2009Install Date: 05/01/2009Status Date: UTank Status: ABOVEGROUNDTank Location: 1000Tank Capacity: 3Tank ID: Tank: 28 42 6.41999999 / 81 15 58.2000000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 8731664Facility ID: AST: Monitor tank bottom spaceMonitoring Description: RPetro Monitoring Category: 3Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 3Tank ID: Monitoring: Suction piping systemPiping Description: IPiping Category: 3Tank ID: Steel/galvanized metalPiping Description: BPiping Category: 3Tank ID: External protective coatingPiping Description: DPiping Category: 3Tank ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 78 588 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 15Long MM: 81Long DD: 6.42Lat SS: 42Lat MM: 28Lat DD: 8731664Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: DWM CONTAM: Double wall - tank jacketConstruction Description: RConstruction Category: 3Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 3Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 3Tank ID: SteelConstruction Description: CConstruction Category: 3Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: Monitor tank bottom spaceMonitoring Description: RPetro Monitoring Category: 3Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 3Tank ID: Monitoring: Suction piping systemPiping Description: IPiping Category: 3Tank ID: Steel/galvanized metalPiping Description: BPiping Category: 3Tank ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 79 589 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2009Expire Date: 11/09/2008Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: FL Financial Assurance 3: 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: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: CLOSEDFacility Status: DPHOMethod: Not reportedDatum: 26Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 58.2Long SS: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 80 590 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2011Expire Date: 11/09/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2011Expire Date: 11/09/2010Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2010Expire Date: 11/09/2009Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 81 591 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2013Expire Date: 11/09/2012Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2012Expire Date: 11/09/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 82 592 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2016Expire Date: 11/09/2015Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2015Expire Date: 11/09/2014Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2014Expire Date: 11/09/2013Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 83 593 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 11/09/2018Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2018Expire Date: 11/09/2017Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2017Expire Date: 11/09/2016Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 84 594 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2020Expire Date: 11/09/2019Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2019Expire Date: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 85 595 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 1 records. WINTER SPRINGS S127070084 UPRIGHT RECYCLING/BRUCE G BECK 600 OLD SANDFORD OVIEDO ROAD 32708 SWF/LF TC7123398.2s Page 8659 6 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 Lists of Federal NPL (Superfund) sites NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 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. TC7123398.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 597 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 Lists of Federal Delisted NPL sites Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly Lists of Federal sites subject to CERCLA removals and CERCLA orders 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: 05/25/2021 Date Data Arrived at EDR: 06/24/2021 Date Made Active in Reports: 09/20/2021 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 09/06/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Quarterly Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC7123398.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 598 SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Quarterly Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly Lists of Federal RCRA TSD facilities RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly Lists of Federal RCRA generators RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly TC7123398.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 599 RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/19/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 71 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/03/2022 Next Scheduled EDR Contact: 11/21/2022 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: 05/16/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 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: 05/16/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies TC7123398.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 600 Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 06/14/2022 Date Data Arrived at EDR: 06/15/2022 Date Made Active in Reports: 06/21/2022 Number of Days to Update: 6 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/15/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly Lists of state- and tribal hazardous waste facilities 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: 05/12/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 08/03/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-488-0190 Last EDR Contact: 08/18/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Semi-Annually Lists of state and tribal landfills and solid waste disposal facilities 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: 04/11/2022 Date Data Arrived at EDR: 04/12/2022 Date Made Active in Reports: 07/01/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-922-7121 Last EDR Contact: 07/11/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Quarterly Lists of state and tribal leaking storage tanks 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: 04/25/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly LAST: Leaking Aboveground Storage Tank Listing The file for Leaking Aboveground Storage Tanks. Please remember STCM does not track the source of the discharge so the agency provides a list of facilities with an aboveground tank and an open discharge split by facilities with aboveground tanks only and facilities with aboveground and underground tanks. Date of Government Version: 04/25/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8799 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies TC7123398.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 601 INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/08/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 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: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/11/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 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: 04/28/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 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: 06/02/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 79 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/28/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 602 INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 04/14/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies Lists of state and tribal registered storage tanks FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 10/14/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 02/01/2022 Number of Days to Update: 88 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 06/29/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies FF TANKS: Federal Facilities Listing A listing of federal facilities with storage tanks. Date of Government Version: 06/21/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 09/06/2022 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8250 Last EDR Contact: 06/21/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly UST: Storage Tank Facility Information Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 05/05/2022 Date Data Arrived at EDR: 05/06/2022 Date Made Active in Reports: 07/25/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly AST: Storage Tank Facility Information Registered Aboveground Storage Tanks. Date of Government Version: 05/05/2022 Date Data Arrived at EDR: 05/06/2022 Date Made Active in Reports: 07/25/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly 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: 06/02/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 79 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 603 INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 04/08/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 04/14/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 04/07/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/11/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies 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: 04/28/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 604 INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 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: 05/05/2022 Date Data Arrived at EDR: 05/06/2022 Date Made Active in Reports: 07/25/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8841 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly State and tribal institutional control / engineering control registries ENG CONTROLS: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to engineering controls. Engineering Controls encompass a variety of engineered remedies to contain and/or reduce contamination, and/or physical barriers intended to limit access to property. ECs include fences, signs, guards, landfill caps, provision of potable water, slurry walls, sheet pile (vertical caps), pumping and treatment of groundwater, monitoring wells, and vapor extraction systems. Date of Government Version: 06/17/2022 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Semi-Annually Inst Control: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to institutional and engineering controls. Date of Government Version: 06/17/2022 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Semi-Annually Lists of state and tribal voluntary cleanup sites 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: 09/13/2022 Next Scheduled EDR Contact: 01/02/2023 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. TC7123398.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 605 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: Varies VCP: Voluntary Cleanup Sites Listing of closed and active voluntary cleanup sites. Date of Government Version: 04/12/2022 Date Data Arrived at EDR: 05/13/2022 Date Made Active in Reports: 05/31/2022 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Varies Lists of state and tribal brownfield sites 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: 12/07/2021 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly 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: 01/11/2022 Date Data Arrived at EDR: 03/29/2022 Date Made Active in Reports: 06/23/2022 Number of Days to Update: 86 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 07/01/2022 Next Scheduled EDR Contact: 10/10/2022 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: 02/28/2022 Date Data Arrived at EDR: 03/29/2022 Date Made Active in Reports: 06/23/2022 Number of Days to Update: 86 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 07/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists TC7123398.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 606 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: 02/23/2022 Date Data Arrived at EDR: 03/10/2022 Date Made Active in Reports: 03/10/2022 Number of Days to Update: 0 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 09/09/2022 Next Scheduled EDR Contact: 12/26/2022 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: 12/31/2020 Date Data Arrived at EDR: 01/19/2022 Date Made Active in Reports: 04/13/2022 Number of Days to Update: 84 Source: Department of Environmental Protection Telephone: 850-245-8718 Last EDR Contact: 07/07/2022 Next Scheduled EDR Contact: 10/24/2022 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: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies 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: 07/12/2022 Next Scheduled EDR Contact: 10/31/2022 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. TC7123398.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 607 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: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 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: 04/30/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/18/2022 Next Scheduled EDR Contact: 12/05/2022 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: 04/30/2022 Date Data Arrived at EDR: 05/12/2022 Date Made Active in Reports: 08/04/2022 Number of Days to Update: 84 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 08/08/2022 Next Scheduled EDR Contact: 11/21/2022 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: 04/30/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/18/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly AQUEOUS FOAM: Former Fire Training Facility Assessments Listing DEP has conducted initial environmental assessments related to the historic and current use of chemicals found in aqueous film forming foam (AFFF) at fire training facilities throughout Florida Date of Government Version: 02/11/2022 Date Data Arrived at EDR: 02/18/2022 Date Made Active in Reports: 05/11/2022 Number of Days to Update: 82 Source: Department of Environmental Protection Telephone: 850-245-8690 Last EDR Contact: 08/30/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Varies TC7123398.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 608 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: 07/24/2022 Date Data Arrived at EDR: 07/25/2022 Date Made Active in Reports: 08/08/2022 Number of Days to Update: 14 Source: Department of Environmental Protection Telephone: 850-245-8690 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 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: 03/21/2022 Date Data Arrived at EDR: 03/21/2022 Date Made Active in Reports: 06/14/2022 Number of Days to Update: 85 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly SPILLS: Oil and Hazardous Materials Incidents Statewide oil and hazardous materials inland incidents. Date of Government Version: 07/05/2022 Date Data Arrived at EDR: 07/06/2022 Date Made Active in Reports: 09/16/2022 Number of Days to Update: 72 Source: Department of Environmental Protection Telephone: 850-245-2010 Last EDR Contact: 07/05/2022 Next Scheduled EDR Contact: 10/17/2022 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. TC7123398.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 609 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. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 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: 05/11/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 73 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 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: 06/07/2021 Date Data Arrived at EDR: 07/13/2021 Date Made Active in Reports: 03/09/2022 Number of Days to Update: 239 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/24/2022 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: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 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. TC7123398.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 610 Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/03/2022 Next Scheduled EDR Contact: 11/21/2022 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 71 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/21/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly 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: 07/29/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/04/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/17/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 85 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 09/12/2022 Next Scheduled EDR Contact: 12/26/2022 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. TC7123398.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 611 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: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 07/18/2022 Date Data Arrived at EDR: 07/18/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 11 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/18/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 12/12/2022 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: 04/27/2022 Date Data Arrived at EDR: 05/04/2022 Date Made Active in Reports: 05/10/2022 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/14/2022 Next Scheduled EDR Contact: 10/31/2022 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 TC7123398.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 612 PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 29 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 11/14/2022 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: 01/20/2022 Date Data Arrived at EDR: 01/20/2022 Date Made Active in Reports: 03/25/2022 Number of Days to Update: 64 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Annually 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: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 06/10/2022 Date Data Arrived at EDR: 06/14/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 69 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Quarterly TC7123398.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 613 COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 11/30/2021 Date Made Active in Reports: 02/22/2022 Number of Days to Update: 84 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 08/25/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 01/12/2017 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 08/25/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 09/13/2019 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 08/04/2022 Next Scheduled EDR Contact: 11/14/2022 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: 06/23/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. TC7123398.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 614 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: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 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. Date of Government Version: 03/31/2022 Date Data Arrived at EDR: 04/14/2022 Date Made Active in Reports: 07/12/2022 Number of Days to Update: 89 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 06/29/2022 Next Scheduled EDR Contact: 10/17/2022 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: 12/31/2019 Date Data Arrived at EDR: 03/02/2022 Date Made Active in Reports: 03/25/2022 Number of Days to Update: 23 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 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: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 07/26/2021 Date Data Arrived at EDR: 07/27/2021 Date Made Active in Reports: 10/22/2021 Number of Days to Update: 87 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 07/26/2022 Next Scheduled EDR Contact: 11/14/2022 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. TC7123398.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 615 Date of Government Version: 08/30/2019 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/24/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 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 Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 08/03/2022 Date Data Arrived at EDR: 08/17/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 14 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration. TC7123398.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 616 Date of Government Version: 03/21/2022 Date Data Arrived at EDR: 03/22/2022 Date Made Active in Reports: 03/25/2022 Number of Days to Update: 3 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 08/02/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Quarterly US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 05/06/2020 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 78 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 06/14/2022 Date Data Arrived at EDR: 06/15/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 68 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 09/13/2022 Next Scheduled EDR Contact: 12/19/2022 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: 05/13/2022 Date Data Arrived at EDR: 05/18/2022 Date Made Active in Reports: 05/31/2022 Number of Days to Update: 13 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 08/25/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 05/06/2021 Date Data Arrived at EDR: 05/21/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 08/22/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies TC7123398.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 617 ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 04/02/2022 Date Data Arrived at EDR: 04/05/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 07/01/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 01/11/2022 Date Made Active in Reports: 02/14/2022 Number of Days to Update: 34 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 07/07/2022 Next Scheduled EDR Contact: 10/24/2022 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: 05/16/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 73 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Quarterly AIRS: Permitted Facilities Listing A listing of Air Resources Management permits. Date of Government Version: 04/22/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/20/2022 Number of Days to Update: 85 Source: Department of Environmental Protection Telephone: 850-921-9558 Last EDR Contact: 07/14/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies ASBESTOS: Asbestos Notification Listing Asbestos sites Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 08/03/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-717-9086 Last EDR Contact: 08/09/2022 Next Scheduled EDR Contact: 11/28/2022 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: 08/22/2022 Date Data Arrived at EDR: 08/22/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 22 Source: Department of Environmental Protection Telephone: 866-282-0787 Last EDR Contact: 08/22/2022 Next Scheduled EDR Contact: 12/05/2022 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. TC7123398.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 618 Date of Government Version: 06/13/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 06/27/2022 Number of Days to Update: 14 Source: Department of Environmental Protection Telephone: 850-245-8335 Last EDR Contact: 09/07/2022 Next Scheduled EDR Contact: 12/26/2022 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Facilities The Drycleaners database, maintained by the Department of Environmental Protection, provides information about permitted dry cleaner facilities. Date of Government Version: 04/18/2022 Date Data Arrived at EDR: 04/19/2022 Date Made Active in Reports: 07/12/2022 Number of Days to Update: 84 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 10/31/2022 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: 11/30/2021 Date Data Arrived at EDR: 01/04/2022 Date Made Active in Reports: 03/21/2022 Number of Days to Update: 76 Source: Department of Environmental Protection Telephone: 850-245-7503 Last EDR Contact: 07/05/2022 Next Scheduled EDR Contact: 10/17/2022 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: 04/03/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8793 Last EDR Contact: 07/25/2022 Next Scheduled EDR Contact: 11/07/2022 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: 04/03/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8743 Last EDR Contact: 07/25/2022 Next Scheduled EDR Contact: 11/07/2022 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: 05/03/2022 Date Data Arrived at EDR: 05/05/2022 Date Made Active in Reports: 07/20/2022 Number of Days to Update: 76 Source: Department of Environmental Protection Telephone: 850-245-8853 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 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. TC7123398.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 619 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: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 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. Date of Government Version: 08/11/2021 Date Data Arrived at EDR: 12/17/2021 Date Made Active in Reports: 03/08/2022 Number of Days to Update: 81 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 06/24/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly RESP PARTY: Responsible Party Sites Listing Open, inactive and closed responsible party sites Date of Government Version: 06/27/2022 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly SITE INV SITES: Site Investigation Section Sites Listing Statewide coverage of Site Investigation Section (SIS) sites. Site Investigation is a Section within the Bureau of Waste Cleanup, Division of Waste Management. SIS provides technical support to FDEP District Waste Cleanup Programs and conducts contamination assessments throughout the state. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 08/03/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8953 Last EDR Contact: 08/15/2022 Next Scheduled EDR Contact: 11/28/2022 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: 12/31/2021 Date Data Arrived at EDR: 06/08/2022 Date Made Active in Reports: 08/24/2022 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-413-9970 Last EDR Contact: 08/29/2022 Next Scheduled EDR Contact: 12/19/2022 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: 04/20/2022 Date Data Arrived at EDR: 04/21/2022 Date Made Active in Reports: 07/12/2022 Number of Days to Update: 82 Source: Department of Environmental Protection Telephone: 850-245-8655 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 620 WASTEWATER: Wastewater Facility Regulation Database Domestic and industrial wastewater facilities. Date of Government Version: 05/02/2022 Date Data Arrived at EDR: 05/03/2022 Date Made Active in Reports: 07/20/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8600 Last EDR Contact: 08/01/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Quarterly 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: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually 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: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies 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: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version: 04/06/2018 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies 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. TC7123398.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 621 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 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 TC7123398.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 622 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: 09/06/2022 Date Data Arrived at EDR: 09/07/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 6 Source: Alachua County Environmental Protection Department Telephone: 352-264-6800 Last EDR Contact: 09/06/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Annually BROWARD COUNTY: AST BROWARD: Aboveground Storage Tanks Aboveground storage tank locations in Broward County. Date of Government Version: 09/15/2021 Date Data Arrived at EDR: 09/16/2021 Date Made Active in Reports: 12/03/2021 Number of Days to Update: 78 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 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: 09/15/2021 Date Data Arrived at EDR: 09/16/2021 Date Made Active in Reports: 12/03/2021 Number of Days to Update: 78 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies HILLSBOROUGH COUNTY: LF HILLSBOROUGH: Hillsborough County LF Hillsborough county landfill sites. Date of Government Version: 04/04/2022 Date Data Arrived at EDR: 04/05/2022 Date Made Active in Reports: 06/29/2022 Number of Days to Update: 85 Source: Hillsborough County Environmental Protection Commission Telephone: 813-627-2600 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies MIAMI-DADE COUNTY: TC7123398.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 623 DADE CO AP: Air Permit Sites Facilities that release or have a potential to release pollutants. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually DADE CO AW: Agricultural Waste Listing A listing of agricultural waste sites Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Miami-Dade County Division of Environmental Resources Management Telephone: 305-372-6715 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies DADE CO LF: Miami Dade County Landfill Solid Waste Sites listing. Miami Dade County Landfill Solid Waste Sites listing. Date of Government Version: 02/24/2022 Date Data Arrived at EDR: 02/24/2022 Date Made Active in Reports: 05/19/2022 Number of Days to Update: 84 Source: Miami Dade County Environmental Resources Management Telephone: 305-372-6789 Last EDR Contact: 08/09/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies DADE CO LW: Liquid Waste Transporter List The Liquid Waste Transporter permit regulates the transportation of various types of liquid and solid waste, including hazardous waste, waste oil and oily waste waters, septic and grease trap waste, biomedical waste, spent radiator fluid, photo chemical waste, dry sewage sludge, and other types of non-hazardous industrial waste. The Liquid Waste Transporter permits needed to protect the environment and the public from improperly handled and transported waste. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: DERM Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly DADE MOP: Marine Facilities Operating Permit What is this permit used for? Miami-Dade County Ordinance 89-104 and Section 24-18 of the Code of Miami-Dade County require the following types of marine facilities to obtain annual operating permits from DERM: All recreational boat docking facilities with ten (10) or more boat slips, moorings, davit spaces, and vessel tie-up spaces. All boat storage facilities contiguous to tidal waters in Miami-Dade County with ten (10) or more dry storage spaces including boatyards and boat manufacturing facilities. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 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. TC7123398.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 624 Date of Government Version: 06/05/2013 Date Data Arrived at EDR: 06/06/2013 Date Made Active in Reports: 08/06/2013 Number of Days to Update: 61 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly DADE_IWP: Industrial Waste Permit Sites Facilities that either generate more than 25,000 of wastewater per day to sanitary sewers or are pre-defined by EPA. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6700 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually ENF: Enforcement Case Tracking System Sites Enforcement cases monitored by the Dade County Department of Environmental Resources Management. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 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: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually UST DADE: Storage Tanks A listing of aboveground and underground storage tank site locations. Date of Government Version: 05/10/2020 Date Data Arrived at EDR: 08/19/2021 Date Made Active in Reports: 11/12/2021 Number of Days to Update: 85 Source: Department of Environmental Resource Management Telephone: 305-372-6700 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually PALM BEACH COUNTY: LF PALM BEACH: Palm Beach County LF Palm Beach County Inventory of Solid Waste Sites. Date of Government Version: 09/01/2011 Date Data Arrived at EDR: 09/20/2011 Date Made Active in Reports: 10/10/2011 Number of Days to Update: 20 Source: Palm Beach County Solid Waste Authority Telephone: 561-640-4000 Last EDR Contact: 09/09/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Varies TC7123398.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 625 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: 05/08/2022 Date Data Arrived at EDR: 05/09/2022 Date Made Active in Reports: 07/28/2022 Number of Days to Update: 80 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/08/2022 Next Scheduled EDR Contact: 11/21/2022 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: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 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: 10/29/2021 Date Made Active in Reports: 01/19/2022 Number of Days to Update: 82 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 07/29/2022 Next Scheduled EDR Contact: 11/07/2022 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: 07/06/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 11/30/2021 Date Made Active in Reports: 02/18/2022 Number of Days to Update: 80 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/10/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 08/29/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Annually TC7123398.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 626 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 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 TC7123398.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 627 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. TC7123398.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 628 TC7123398.2s 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 2018Version Date: 11610186 OVIEDO, FLEast Map: 2018Version Date: 11610138 CASSELBERRY, FLTarget Property Map: USGS TOPOGRAPHIC MAP 43 ft. above sea levelElevation: 3174049.8UTM Y (Meters): 474399.5UTM X (Meters): Zone 17Universal Tranverse Mercator: 81.262068 - 81ˆ 15’ 43.44’’Longitude (West): 28.695011 - 28ˆ 41’ 42.04’’Latitude (North): TARGET PROPERTY COORDINATES WINTER SPRINGS, FL 32708 TUSKAWILLA RD & FL 434 SUTTON CROSSING TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® 629 TC7123398.2s 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 El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 43 ft. North South West East 5454555654514639 42434440 44433223 811 23 25 24 24 23 24 29 40 44 43 38 19 11 2 3 3 3 3 6 General EastGeneral 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® 630 TC7123398.2s 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 data12117C0190F FEMA FIRM Flood data12117C0170F FEMA FIRM Flood data12117C0180F Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data12117C0160F Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 631 TC7123398.2s Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: MODERATECorrosion Potential - Uncoated Steel: Hydric Status: Soil meets the requirements for a hydric soil. water table is less than 1 foot, or is ponded. Very poorly. Soils are wet to the surface most of the time. Depth toSoil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: mucky - fine sandSoil Surface Texture: FLORIDANA Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: HoloceneSeries: QhCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 632 TC7123398.2s Page A-5 sandy clay fine sandy loam fine sand sandDeeper Soil Types: sandy clay loam loamy sand sand fine sandShallow Soil Types: loamy sand fine sand muckSurficial Soil Types: loamy sand fine sand muckSoil 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: 8.40 Min: 0.00 Max: 0.20 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Clayey sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam80 inches25 inches 3 Min: 4.50 Max: 8.40 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 Granularsand25 inches21 inches 2 Min: 4.50 Max: 8.40 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 Granular sand mucky - fine21 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® 633 TC7123398.2s Page A-6 1/4 - 1/2 Mile WestFLSA12000075916 F21 1/4 - 1/2 Mile WestFLSA12000075917 F20 1/4 - 1/2 Mile NWFLSA12000019917 D19 1/4 - 1/2 Mile WestFLSA12000077323 E18 1/4 - 1/2 Mile NorthFLSA12000019915 17 1/4 - 1/2 Mile WestFLSA12000075911 E16 1/4 - 1/2 Mile WestFLSA12000075910 E15 1/8 - 1/4 Mile NWFLSA12000019919 D14 1/8 - 1/4 Mile WestFLSA12000075918 C13 1/8 - 1/4 Mile WSWFLSA12000075915 B12 1/8 - 1/4 Mile WSWFLSA12000075914 B11 1/8 - 1/4 Mile WNWFLSA12000075909 C10 1/8 - 1/4 Mile WNWFLSA12000075908 C9 1/8 - 1/4 Mile WestFLSA12000075920 B8 1/8 - 1/4 Mile WestFLSA12000075919 B7 1/8 - 1/4 Mile SSWFLSA12000019972 6 1/8 - 1/4 Mile WestFLSA12000073049 C5 1/8 - 1/4 Mile SWFLSA12000075922 B4 0 - 1/8 Mile NNWFLSA12000007433 A2 0 - 1/8 Mile WNWFLSA12000019916 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 0 - 1/8 Mile WSWFL3594152 A3 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® 634 TC7123398.2s Page A-7 1/2 - 1 Mile SouthFLSA12000000489 K56 1/2 - 1 Mile SouthFLPUB1000007995 K55 1/2 - 1 Mile SouthFLSJ12000055297 54 1/2 - 1 Mile SouthFLSJ12000039018 K53 1/2 - 1 Mile SouthFLSJ12000036643 K52 1/2 - 1 Mile SouthFLSJ12000043780 K51 1/2 - 1 Mile SouthFLSJ12000023531 K50 1/2 - 1 Mile SouthFLSJ12000004844 K49 1/2 - 1 Mile SouthFLSJ12000013757 K48 1/2 - 1 Mile NWFLSJ12000027123 47 1/2 - 1 Mile NNEFLSA12000064030 46 1/2 - 1 Mile SouthFLSJ12000022387 J45 1/2 - 1 Mile SouthFLSJ12000011406 J44 1/2 - 1 Mile NWFLSJ12000067394 I43 1/2 - 1 Mile NWFLSJ12000030056 I42 1/2 - 1 Mile NWFLSA12000000495 I41 1/2 - 1 Mile NWFLSA12000004733 I40 1/2 - 1 Mile NWFLSJ12000031469 I39 1/2 - 1 Mile NWFLSJ12000010560 I38 1/2 - 1 Mile NWFLSJ12000064726 I37 1/2 - 1 Mile NWFLSJ12000056986 I36 1/4 - 1/2 Mile SouthFLSA12000064025 35 1/4 - 1/2 Mile SSEFLSJ12000008652 H34 1/4 - 1/2 Mile SSEFLSJ12000037783 H33 1/4 - 1/2 Mile SSEFLSJ12000037721 H32 1/4 - 1/2 Mile NorthFLSA12000004734 31 1/4 - 1/2 Mile SSEFLSJ12000043733 G30 1/4 - 1/2 Mile SSEFLSJ12000040794 G29 1/4 - 1/2 Mile SSEFLSA12000072526 G28 1/4 - 1/2 Mile SSWFLSA12000070803 27 1/4 - 1/2 Mile SSEFLSJ12000002943 G26 1/4 - 1/2 Mile SSEFLSJ12000008319 G25 1/4 - 1/2 Mile NWFLSA12000019918 D24 1/4 - 1/2 Mile WestFLSA12000075912 E23 1/4 - 1/2 Mile WestFLSA12000075913 E22 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 635 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. 40 40 4 0 4 0 4 0 4 0 4 0 4 0 FL 636 TC7123398.2s Page A-9 32708System zip: FLSystem state: WINTER SPRINGSSystem city: CNR OF TUSKAWILLA & 434System address: Not ReportedSystem address: HANDY WAY # 3333System name: 00000026Retail population: Not ReportedDate system deactivated: Not ReportedDate system activated: ActiveActivity status: FL3594152PWS ID: 32112PWS zip: FLPWS state: CRESCENT CITYPWS city: Not ReportedPWS address: MILLER ENTERPRISES, INC.PWS name: System Owner/Responsible PartyPWS type: FL3594152PWS ID: IPwsactivitycode: 32708Contactzip: FLContactstate: WINTER SPRINGSContactcity: Not ReportedContactaddress2: CNR OF TUSKAWILLA & 434Contactaddress1: 407-327-1217Contactphone: Not ReportedContactorgname: Not ReportedContact: PrivateOwner: TNCWSPwstype: GroundwaterPsource longname: 1Pwssvcconn: 26Retpopsrvd: ClosedStatus: 12117Fipscounty: Not ReportedZipserved: FLStateserved: Not ReportedCityserved: HANDY WAY #3333/CASSELBERRYPwsname: FL3594152Pwsid: FLState: 04Epa region: A3 WSW 0 - 1/8 Mile Higher FL3594152FRDS PWS Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:Limited Use PWSWell Type: INACTIVEWell Status:0Permit #: PINCH A PENNYWell Name:Super Act Program Well DataDatabase: A2 NNW 0 - 1/8 Mile Higher FLSA12000007433FL WELLS Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:Limited Use PWSWell Type: ACTIVEWell Status:0Permit #: LAKE JESSUP ANIMAL HOSPITALWell Name:Super Act Program Well DataDatabase: A1 WNW 0 - 1/8 Mile Higher FLSA12000019916FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 637 TC7123398.2s Page A-10 ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B7 West 1/8 - 1/4 Mile Higher FLSA12000075919FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GalvanizedCasing Material:Non-Community PWSWell Type: ABANDONEDWell Status:0Permit #: HI- FLAVOR MEATS [FORMERLY Well Name:Super Act Program Well DataDatabase: 6 SSW 1/8 - 1/4 Mile Lower FLSA12000019972FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): BLACK STEELCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: DONAHOEWell Name:Super Act Program Well DataDatabase: C5 West 1/8 - 1/4 Mile Higher FLSA12000073049FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B4 SW 1/8 - 1/4 Mile Higher FLSA12000075922FL WELLS 0811550Longitude: 284140Latitude: 0811550Longitude: 284140Latitude: TreatedTreatment: Under 101 PersonsPopulation served: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 638 TC7123398.2s Page A-11 Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320247801WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: C10 WNW 1/8 - 1/4 Mile Higher FLSA12000075909FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: C9 WNW 1/8 - 1/4 Mile Higher FLSA12000075908FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248401WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B8 West 1/8 - 1/4 Mile Higher FLSA12000075920FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 639 TC7123398.2s Page A-12 POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GalvanizedCasing Material:PrivateWell Type: INACTIVEWell Status:0Permit #: CARL ROBERTSWell Name:Super Act Program Well DataDatabase: D14 NW 1/8 - 1/4 Mile Higher FLSA12000019919FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: C13 West 1/8 - 1/4 Mile Lower FLSA12000075918FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GALVANIZEDCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: LOFROOSWell Name:Super Act Program Well DataDatabase: B12 WSW 1/8 - 1/4 Mile Higher FLSA12000075915FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248101WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: RETAGGEDWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B11 WSW 1/8 - 1/4 Mile Higher FLSA12000075914FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 640 TC7123398.2s Page A-13 YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): BLACK STEELCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: RODENBURGWell Name:Super Act Program Well DataDatabase: E18 West 1/4 - 1/2 Mile Lower FLSA12000077323FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:PrivateWell Type: ABANDONEDWell Status:0Permit #: VERN KINGSBURYWell Name:Super Act Program Well DataDatabase: 17 North 1/4 - 1/2 Mile Lower FLSA12000019915FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E16 West 1/4 - 1/2 Mile Lower FLSA12000075911FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320247901WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E15 West 1/4 - 1/2 Mile Lower FLSA12000075910FL WELLS Not ReportedResident Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 641 TC7123398.2s Page A-14 Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E22 West 1/4 - 1/2 Mile Lower FLSA12000075913FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: F21 West 1/4 - 1/2 Mile Lower FLSA12000075916FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248201WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: F20 West 1/4 - 1/2 Mile Lower FLSA12000075917FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GalvanizedCasing Material:PrivateWell Type: ABANDONEDWell Status:0Permit #: TERRY HILLWell Name:Super Act Program Well DataDatabase: D19 NW 1/4 - 1/2 Mile Higher FLSA12000019917FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 642 TC7123398.2s Page A-15 Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 25Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 160Total Well Depth (ft): 102Casing Depth (ft): 4Casing Diameter (in): 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: 1Station Name: 3Permit Seq #: 8300Official Permit ID: 67835Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G25 SSE 1/4 - 1/2 Mile Lower FLSJ12000008319FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ABANDONEDWell Status:0Permit #: MARK RICEWell Name:Super Act Program Well DataDatabase: D24 NW 1/4 - 1/2 Mile Higher FLSA12000019918FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E23 West 1/4 - 1/2 Mile Lower FLSA12000075912FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248001WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 643 TC7123398.2s Page A-16 OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590088401WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): BLACK STEELCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: PLANTEWell Name:Super Act Program Well DataDatabase: G28 SSE 1/4 - 1/2 Mile Lower FLSA12000072526FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: LORD OF LIFE CHURCHWell Name:Super Act Program Well DataDatabase: 27 SSW 1/4 - 1/2 Mile Higher FLSA12000070803FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 25Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 160Total Well Depth (ft): 102Casing Depth (ft): 4Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: 1Station Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G26 SSE 1/4 - 1/2 Mile Lower FLSJ12000002943FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 644 TC7123398.2s Page A-17 POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: JUANITA BLUMBERGWell Name:Super Act Program Well DataDatabase: 31 North 1/4 - 1/2 Mile Higher FLSA12000004734FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 1200Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 374Total Well Depth (ft): 84Casing Depth (ft): 8Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: 2Station Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G30 SSE 1/4 - 1/2 Mile Lower FLSJ12000043733FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 1200Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 374Total Well Depth (ft): 84Casing Depth (ft): 8Casing Diameter (in): 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: 2Station Name: 3Permit Seq #: 8300Official Permit ID: 67835Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G29 SSE 1/4 - 1/2 Mile Lower FLSJ12000040794FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 645 TC7123398.2s Page A-18 L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: DStation Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H34 SSE 1/4 - 1/2 Mile Lower FLSJ12000008652FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth (ft): 0Casing Depth (ft): 4Casing Diameter (in): 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: CStation Name: 3Permit Seq #: 8300Official Permit ID: 67835Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H33 SSE 1/4 - 1/2 Mile Lower FLSJ12000037783FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth (ft): 0Casing Depth (ft): 4Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: CStation Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H32 SSE 1/4 - 1/2 Mile Lower FLSJ12000037721FL WELLS Not ReportedResident Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 646 TC7123398.2s Page A-19 AStation Name: 1Permit Seq #: 8369Official Permit ID: 8369Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I37 NW 1/2 - 1 Mile Lower FLSJ12000064726FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 13-OCT-92Decision Made: 06-APR-92Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Seminole Pines Mobile Home ParkSite Name: 8628Site ID: NMonitoring: Production WellStation Type: AStation Name: 2Permit Seq #: 8369Official Permit ID: 8368Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I36 NW 1/2 - 1 Mile Lower FLSJ12000056986FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590032601WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: ERRORWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: 35 South 1/4 - 1/2 Mile Higher FLSA12000064025FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth (ft): 0Casing Depth (ft): 4Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 647 TC7123398.2s Page A-20 Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: AStation Name: 3Permit Seq #: 8369Official Permit ID: 12071Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I39 NW 1/2 - 1 Mile Lower FLSJ12000031469FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 16-NOV-20Permit Expiration: 16-NOV-00Decision Made: 13-OCT-99Date Received: Tuscawilla TrailsPermit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: Tuscawilla TrailsSite Name: 20957Site ID: NMonitoring: Production WellStation Type: AStation Name: 4Permit Seq #: 8369Official Permit ID: 62700Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I38 NW 1/2 - 1 Mile Lower FLSJ12000010560FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 1280Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-APR-92Permit Expiration: 08-APR-85Decision Made: 17-DEC-84Date Received: Indian Creek IncPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Initial SequencePermit Type: Incian Creek IncSite Name: 8629Site ID: NMonitoring: Production WellStation Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 648 TC7123398.2s Page A-21 Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 750Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 460Total Well Depth (ft): 322Casing Depth (ft): 10Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: BStation Name: 3Permit Seq #: 8369Official Permit ID: 12071Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I42 NW 1/2 - 1 Mile Lower FLSJ12000030056FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:IrrigationWell Type: INACTIVEWell Status:3594026Permit #: TUSKAWILLA TRAILSWell Name:Super Act Program Well DataDatabase: I41 NW 1/2 - 1 Mile Lower FLSA12000000495FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:10Casing Diameter (in): 322Casing Length (ft):460Well Depth (ft): Black SteelCasing Material:IrrigationWell Type: RETAGGEDWell Status:3694026Permit #: TUSKAWILLA TRAILSWell Name:Super Act Program Well DataDatabase: I40 NW 1/2 - 1 Mile Lower FLSA12000004733FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 649 TC7123398.2s Page A-22 CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: RenewalPermit Type: KEETH ELEMENTARYSite Name: 4091Site ID: NMonitoring: Production WellStation Type: 1Station Name: 2Permit Seq #: 8420Official Permit ID: 3794Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J45 South 1/2 - 1 Mile Higher FLSJ12000022387FL WELLS Landscape/Recreation/AestheticProject Use: CLOSPermit App Process Status: UndeterminedCompliance Status: 100Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 204Total Well Depth (ft): 132Casing Depth (ft): 6Casing Diameter (in): 5.79Project Acres: ClosedPermit Status: ApprovalRecommendation: 19-OCT-21Permit Expiration: 19-OCT-01Decision Made: 02-MAR-01Date Received: Keeth ElementaryPermit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: Keeth ElementarySite Name: 27468Site ID: NMonitoring: Production WellStation Type: 1Station Name: 3Permit Seq #: 8420Official Permit ID: 70241Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J44 South 1/2 - 1 Mile Higher FLSJ12000011406FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 750Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 460Total Well Depth (ft): 322Casing Depth (ft): 10Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 13-OCT-92Decision Made: 06-APR-92Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Seminole Pines Mobile Home ParkSite Name: 8628Site ID: NMonitoring: Production WellStation Type: BStation Name: 2Permit Seq #: 8369Official Permit ID: 8368Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I43 NW 1/2 - 1 Mile Lower FLSJ12000067394FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 650 TC7123398.2s Page A-23 WTP 1Site Name: 306959Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 6Permit Seq #: 8238Official Permit ID: 107737Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K48 South 1/2 - 1 Mile Higher FLSJ12000013757FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 1200Pump Capacity (gpm): ProposedStation Status: FAS - Upper Floridan AquiferWater Source: 500Total Well Depth (ft): 88Casing Depth (ft): 12Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: CStation Name: 3Permit Seq #: 8369Official Permit ID: 12071Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 47 NW 1/2 - 1 Mile Lower FLSJ12000027123FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590033101WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: 46 NNE 1/2 - 1 Mile Lower FLSA12000064030FL WELLS Landscape/Recreation/AestheticProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 204Total Well Depth (ft): 132Casing Depth (ft): 6Casing Diameter (in): 12.3Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-FEB-01Permit Expiration: 08-FEB-94Decision Made: 08-OCT-93Date Received: Keeth ElementaryPermit Project Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 651 TC7123398.2s Page A-24 Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 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)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 4012Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 4Permit Seq #: 8238Official Permit ID: 3715Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K50 South 1/2 - 1 Mile Higher FLSJ12000023531FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 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)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8500Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 3Permit Seq #: 8238Official Permit ID: 8240Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K49 South 1/2 - 1 Mile Higher FLSJ12000004844FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 652 TC7123398.2s Page A-25 CUP Individual (40C-2)Statue Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: City of Winter SpringsSite Name: 306410Site ID: YMonitoring: Monitoring WellStation Type: MW-V1Station Name: 6Permit Seq #: 8238Official Permit ID: 107737Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K53 South 1/2 - 1 Mile Higher FLSJ12000039018FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: UndeterminedCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 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)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: WTP No 1Site Name: 93278Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 5Permit Seq #: 8238Official Permit ID: 87750Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K52 South 1/2 - 1 Mile Higher FLSJ12000036643FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 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)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8499Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 2Permit Seq #: 8238Official Permit ID: 8239Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K51 South 1/2 - 1 Mile Higher FLSJ12000043780FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 653 TC7123398.2s Page A-26 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:Large (>150,00 gpd) Community PWSWell Type: INACTIVEWell Status:3591394Permit #: WINTER SPRINGS EAST(TUSKAWILLA)Well Name:Super Act Program Well DataDatabase: K56 South 1/2 - 1 Mile Higher FLSA12000000489FL WELLS Floridan AquiferAquifer: PERMANENTAvailability Usage: 290Depth (ft): 1978Year Drilled: 3Well Plant ID: 0Height Above Elipsoid (m): AAC3126FLUW ID: ACTIVEWell Status: WELL #2 TUSKAWILLAWell Name: 2Well ID: MUNICIPAL/CITYPWS Primary Service Area: 13912000PWS Design Capacity: 19-SEP-19PWS Last San Survey: 34657PWS Population Served: KYLE LANHAMPWS Operator: COMMUNITYPWS Type: WINTER SPRINGS, CITY OF (3 WPS)PWS Name: ACTIVEPWS Status: Public Water System (PWS) Wells (Non-Federal)Database: K55 South 1/2 - 1 Mile Higher FLPUB1000007995FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 1200Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 350Total Well Depth (ft): 130Casing Depth (ft): 12Casing Diameter (in): 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: WTP 1Site Name: 306959Site ID: NMonitoring: Production WellStation Type: 4EASTStation Name: 6Permit Seq #: 8238Official Permit ID: 107737Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 54 South 1/2 - 1 Mile Higher FLSJ12000055297FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 0Pump Capacity (gpm): ActiveStation Status: Not ReportedWater Source: 501Total Well Depth (ft): 471Casing Depth (ft): 4Casing Diameter (in): 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 654 TC7123398.2s Page A-27 Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:1Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 655 TC7123398.2s Page A-28 0%25%75%1.450 pCi/LBasement 0%0%100%0.630 pCi/LLiving Area % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 82 Federal Area Radon Information for SEMINOLE COUNTY, FL : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for SEMINOLE County: 3 Mandatory Residential Database0.0132708 Mandatory Non-Residential Database0.02732708 Certified Residential Database0.028032708 ___________________________________________ Data Source% of sites>4pCi/LTotal BuildingsZip Radon Test Results State Database: FL Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® 656 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. TC7123398.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED 657 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. OTHER STATE DATABASE INFORMATION Public Water System (PWS) Wells (Non-Federal) Department of Environmental Protection Telephone: 850-245-8629 Statewide coverage of PWS Wells, excluding Federally owned facilities. 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 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 TC7123398.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 658 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. TC7123398.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED 659 Appendix iv 660 2014 Edgewater Drive, Suite 246 Orlando, Florida 32804 (321) 442-3056 cwilhelm@nativegeo.com CLINTON H. WILHELM EXPERIENCE Mr. Wilhelm has worked in the environmental and geotechnical industry for over seven years. He is familiar with stormwater system design methodologies, field testing for soil and groundwater parameters for stormwater system design, groundwater modeling, environmental assessment of soil and groundwater contamination, as well as environmental remediation technologies. Mr. Wilhelm has performed and reviewed numerous geotechnical and environmental reports in the State of Florida. He is certified in Hazardous Waste Operations and Emergency Response (HAZWOPER) per 29 CFR 1910.120(e). He has conducted numerous site assessments including soil and groundwater screening, sampling and analysis and has overseen soil and groundwater remediation projects. Mr. Wilhelm has participated in the performance of environmental site assessments that include environmental analyses, investigations, and remediation which involve the understanding of surface and subsurface environmental conditions and the process used to develop opinions regarding conditions indicative of releases of hazardous substances and or petroleum products. EDUCATION FLORIDA ATLANTIC UNIVERSITY, BOCA RATON, FLORIDA – BACHELORS OF SCIENCE IN GEOLOGY 661 2014 Edgewater Drive, Suite 246 Orlando, Florida 32804 (407) 342-1443 cdiehl@nativegeo.com JOHN (CAIN) DIEHL, JR, P.G. EXPERIENCE Mr. Diehl has worked in the environmental industry for over 15 years and is currently a Professional Geologist in the State of Florida (P.G. # 2460). He is familiar with environmental remediation technologies such as In-Situ Chemical Oxidation, Bioremediation, Air Sparging and Soil Vapor Recovery, Permeable Reactive Barriers, etc. Mr. Diehl has performed and reviewed numerous Phase I Environmental Site Assessments in the State of Florida as well as Georgia, Alabama, New Hampshire, Maine, Utah, and California. He is certified in Hazardous Waste Operations and Emergency Response (HAZWOPER) per 29 CFR 1910.120(e). He has conducted numerous site assessments including soil and groundwater screening, sampling and analysis and has overseen soil and groundwater remediation projects. Mr. Diehl has participated in the performance of environmental site assessments that include environmental analyses, investigations, and remediation which involve the understanding of surface and subsurface environmental conditions and the processes used to evaluate these conditions and for which professional judgment was used to develop opinions regarding conditions indicative of releases of hazardous substances and or petroleum products. EDUCATION UNIVERSITY OF FLORIDA, GAINESVILLE, FLORIDA – BACHELORS OF SCIENCE IN GEOLOGY With Honors UNIVERSITY OF MONTANA, MISSOULA, MONTANA – MASTERS OF SCIENCE IN HYDROGEOLOGY 662 © 2024 Microsoft Corporation © 2024 TomTom PROPOSED SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED ACE HARDWARE LOCATION OF SITE E. SR. 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 SECTION 38, TOWNSHIP 21 SOUTH, RANGE 31 EAST FOR GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 OVERALL SITE PLAN C-301 SITE PLAN C-302 TRUCK TURNING PLAN C-303 TRUCK TURNING PLAN C-304 OVERALL GRADING AND DRAINAGE PLAN C-401 GRADING AND DRAINAGE PLAN C-402 CROSS SECTIONS C-403 OVERALL UTILITY PLAN C-501 UTILITY PLAN C-502 UTILITY PLAN C-503 EROSION AND SEDIMENT CONTROL PLAN C-801 CONSTRUCTION DETAILS C-901 DRAINAGE DETAILS C-902 DRAINAGE DETAILS C-903 CITY OF WINTER SPRINGS UTILITY DETAILS C-904 CITY OF WINTER SPRINGS UTILITY DETAILS C-905 CITY OF WINTER SPRINGS UTILITY DETAILS C-906 FDOT STANDARD DETAILS C-907 C-101 COVER SHEET LOCATION MAP SCALE: 1" = 1,000' SOURCE: MICROSOFT 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 - C O V E R S H E E T KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. APPLICANT/CONTACT BLUE ORANGE HOLDINGS, LLC WESS MCMILLAN PHONE: (407) 509-7098 EMAIL: WESSMCMILLAN@GMAIL.COM CONTACT: FL-PERMITS@BOHLERENG.COM PREPARED BY REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: REPUBLIC NATIONAL 480 NEEDLES TRAIL LONGWOOD, FL 32779 DATED: 10/08/24 (REV. 4) JOB # /SURVEY JOB #: 220336 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: YOVAISH ENGINEERING SERVICES 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 DATED: 10/12/23 ¨ARCHITECTURAL PLAN: STUDIO1+ 9100 CONROY WINDERMERE ROAD, SUITE 200 PMB 374 WINDERMERE, FL 34786 DATED: 08/20/24 GOVERNING AGENCIES ¨PLANNING, ZONING COMMITTEE CITY OF WINTER SPRINGS 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨BUILDING DEPARTMENT CITY OF WINTER SPRINGS BUILDING DEPT. 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨FIRE DEPARTMENT SEMINOLE COUNTY FIRE DEPT. 150 ESLINGER WAY SANFORD, FL 32773 PHONE:(407) 665-5042 ¨FDOT DISTRICT 5 719 SOUTH WOODLAND BLVD. DELAND, FL 32720 PHONE:(800) 780-7120 ¨SJRWMD 19561 SE HWY. 42 UMATILLA, FL 32784 PHONE:(832) 821-1043 ROW JURISDICTION ¨TRAFFIC, STORMWATER, WATER & SEWER CITY OF WINTER SPRINGS PUBLIC WORKS 1126 E. SR. 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327-5989 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS UTILITIES ¨TELEPHONE AT&T PHONE:(407) 778-9140 ¨CABLE/INTERNET/FIBER SPECTRUM CONTACT: HELENE HERNANDEZ PHONE:(407) 332-8092 ¨ELECTRIC DUKE ENERGY 2801 WEST STATE ROAD 426 OVIEDO, FL 32765 PHONE:(407) 359-4447 ¨GAS FLORIDA PUBLIC UTILITIES 405 S. HWY 17-92 DEBARY, FL 33713 CONTACT: DAVID JOHNSON PHONE: (352) 636-7057 ¨WATER AND SEWER CITY OF WINTER SPRINGS 1126 E. S.R. 434 WINTER SPRINGS, FL 32708 CONTACT: DILLON THOMAS PHONE: (407) 327-1800 EXT. 588 THE LAND IS DESCRIBED AS FOLLOWS: THAT PART OF LOT 8 BLOCK "A", OF TUSKAWILLA, ACCORDING TO THE PLAT OF MITCHELL'S SURVEY OF THE LEVY GRANT AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWESTERN MOST CORNER OF LOT 31 ST. JOHNS LANDING AS RECORDED IN PLAT BOOK 53, PAGES 45 THRU 49 OF SAID PUBLIC RECORDS, SAID POINT BEING A RECOVERED CONCRETE MONUMENT ON THE EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AS RECORDED IN OFFICIAL RECORDS BOOK 3225, PAGE 1829 OF SAID PUBLIC RECORDS; THENCE RUN NORTH 59°31'38" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTH LINE OF SAID LOT 31 FOR A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 30°04'55" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 5.00 FEET; THENCE CONTINUE SOUTH 30°04'55" WEST A DISTANCE OF 35.00 FEET; THENCE SOUTH 59°31'38" EAST, A DISTANCE OF 1132.34 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE AT 60°36'00" FOR AN ARC DISTANCE OF 158.65 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 01°04'22" WEST A DISTANCE OF 146.91 FEET; THENCE SOUTH 24°59'41' WEST, A DISTANCE OF 318.72 FEET; THENCE SOUTH 00°00'00" EAST A DISTANCE OF 115.48 FEET; THENCE SOUTH 36°55'21" EAST A DISTANCE OF 217.54 FEET; THENCE SOUTH 15°19'53" EAST A DISTANCE OF 140.49 FEET; THENCE SOUTH 02°23'00" WEST A DISTANCE OF 556.34 FEET; THENCE SOUTH 07°25'15" WEST A DISTANCE OF 272.61 FEET; THENCE SOUTH 29°30'05" WEST A DISTANCE OF 231.32; THENCE SOUTH 50°31'58" WEST A DISTANCE OF 1475.69 FEET TO THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 77070-2516; THENCE CONTINUE SOUTH 50°31'S8" WEST FOR A DISTANCE OF 143.34 FEET TO A FOUND 1/2" IRON ROD & CAP (LB ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY NORTH 39°47'08" WEST, 741.99 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID SOUTHWESTERLY RIGHT OF WAY SOUTH 50°22'25" WEST, 153.21 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071); THENCE SOUTH 49°13°20" WEST, 22.84 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21°33'57", AND A CHORD BEARING AND DISTANCE OF SOUTH 68°52'35" WEST, 63.61 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A. DISTANCE OF 63.99 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON THE WESTERLY RIGHT OF WAY OF C.S.X TRANSPORTATION., INC "LAKE CHARM BRANCH" RAIL CORRIDOR; SAID POINT BEING ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°28'47", AND A CHORD BEARING AND DISTANCE OF SOUTH 01°55'26" EAST, 31.04 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, A DISTANCE OF 31.04 FEET TO A FOUND 4"X4" CONCRETE MONUMENT (LB 220) ON THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY, ALONG SAID EASTERLY EXTENSION OF NORTH LINE, NORTH 87°52'13" WEST, 143.10 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID EASTERLY EXTENSION OF THE NORTH LINE, ALONG SAID EASTERLY RIGHT OF WAY, NORTH 02°44'06" EAST, 510.43 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R MITCHELL'S SURVEY OF LEVY GRANT, THENCE DEPARTING SAID EASTERLY RIGHT OF WAY, ALONG SAID NORTHERLY RIGHT OF WAY, NORTH 87°56'41" WEST, 21.83 FEET TO THE EASTERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 2152, PAGE 533 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY, ALONG SAID EASTERLY BOUNDARY, NORTH 02°03'02" EAST, 65.81 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY OF AFORESAID STATE ROAD 434; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG THE SAID SOUTHWESTERLY RIGHT OF WAY THE FOLLOWS THREE (3) COURSES: 1) THENCE SOUTH40°37'45" EAST, 224.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY, : HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°18'00", AND A CHORD BEARING AND DISTANCE OF SOUTH 06°37'29" WEST, 19.42 FEET; 2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 19.42 FEET TO THE END OF SAID CURVE; 3) THENCE S.39°47'08"E., 293.27 FEET TO THE POINT OF BEGINNING. LESS (OFFICIAL RECORDS BOOK 8943, PAGE 877) A PORTION LOT 8, BLOCK A, DR MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE RESERVE AT TUSCAWILLA PHASE II, AS RECORDED IN PLAT BOOK 50, PAGES 3 THROUGH 9 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN SOUTH 00°45'33" EAST ALONG THE WESTERLY LINE OF SAID RESERVE AT TUSCAWILLA, PHASE II, ALSO BEING THE EAST LINE OF BLOCK A, GARDENA FARMS TOWN STIES, AS RECORDED IN PLAT BOOK 6, PAGE 39, OF THE SAID PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FOR A DISTANCE OF 810.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS AS RECORDED IN OFFICIAL RECORDS BOOK 3177, PAGE 632 OF SAID PUBLIC RECORDS; THENCE DEPARTING SAID WEST LINE AND SAID EAST LINE, RUN NORTH 55°28'13" WEST ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 593.50 FEET TO THE SOUTHEAST CORNER OF BLOCK C, OF SAID GARDENA FARMS TOWN SITES; THENCE CONTINUE NORTH 55°28'13" WEST, ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 800.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1815.35 FEET, A CHORD BEARING OF NORTH 39°53'20" WEST AND A CHORD DISTANCE OF 974.43 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 31°08'12" FOR AN ARC DISTANCE OF 986.53 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2148.74 FEET, A CHORD BEARING OF NORTH 22°10'08" WEST AND A CHORD DISTANCE OF 162.34 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 04°19'47" FOR AN ARC DISTANCE OF 162.58 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS, AS RECORDED IN OFFICIAL RECORDS BOOK 3988, PAGE 1075 OF THE AFORESAID PUBLIC RECORDS OF SEMINOLE COUNTY; THENCE RUN NORTH 49°31'30" EAST, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, NON-TANGENT TO SAID CURVE, FOR A DISTANCE OF 250.50 FEET; THENCE RUN NORTH 39°49°55" WEST, DEPARTING SAID NORTHWESTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 659.48 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS, ACCORDING TO THE AFORESAID OFFICIAL RECORDS BOOK 3177, PAGE 632, LYING ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF NORTH 03°01'14" WEST AND A CHORD DISTANCE OF 96.30 FEET; THENCE RON NORTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°22'36" FOR AN ARC DISTANCE OF 96,30 FEET TO A NON-TANGENT POINT AND THE POINT OF BEGINNING; THENCE RUN NORTH 87°58'38" WEST, ALONG THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF TUSKAWILLA, ACCORDING TO THE PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, NON-RADIAL WITH SAID CURVE AND DEPARTING SAID WESTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 142.83 FEET TO THE EASTERLY LINE OF THAT CERTAIN THIRTY FOOT (30) WIDE UNNAMED RIGHT OF WAY ACCORDING TO THE AFORESAID PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT; THENCE RUN NORTH 02°41'39" EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 27,00 FEET; THENCE RUN SOUTH 87°58'38" EAST, DEPARTING SAID EASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 99,57 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 151.67 FEET, A CHORD BEARING OF NORTH 83°10'19" EAST AND A CHORD DISTANCE OF 41.09 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°34'11" FOR AN ARC DISTANCE OF 41.22 FEET TO A POINT ON THE AFORESAID WESTERLY. RIGHT OF WAY LINE OF RAILS TO TRAILS, LYING ON A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF SOUTH 02°05'36" EAST AND A CHORD DISTANCE OF 33.41 FEET; THENCE RUN SOUTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°28'39" FOR AN ARC DISTANCE OF 33.41 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: LOTS 1 AND 2 AND THAT PART OF LOTS 3 AND 4 EAST OF GOLDENROD ROAD, TUSKAWILLA, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: THE NORTH HALF (1/2) OF THE VACATED RIGHT-OF-WAY ADJACENT ON THE SOUTH, AS DESCRIBED IN RESOLUTION RECORDED IN O.R. BOOK 1050, PAGE 401, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT: THOSE PORTIONS TAKEN IN WARRANTY DEED RECORDED IN O.R. BOOK 2440, PAGE 489, AND ORDER OF TAKING RECORDED IN O.R. BOOK 3326, PAGE 1162, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LEGAL DESCRIPTION A BOUNDARY AND TOPOGRAPHY SURVEY HAS BEEN PREPARED BY REPUBLIC NATIONAL. ALL EXISTING INFORMATION SHOWN IS BASED ON SAID SURVEY UNLESS OTHERWISE NOTED. PARCEL BOUNDARY LINES SHOWN THESE PLANS ARE BASED ON THE SURVEY PREPARED BY REPUBLIC NATIONAL DATED 5-4-2022. FUTURE/PROPOSED INTERNAL LOT LINES ARE APPROXIMATE AND WILL BE PROPOSED UNDER A FUTURE REPLAT OF THE PROJECT SITE, PREPARED BY THE PROJECT SURVEYOR. SURVEY NOTE 66 3 DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 4/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES. 4.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 5.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 6.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 7.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 8.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 9.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 10.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 11.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 12.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 13.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 14.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 15.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 16.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. FLORIDA 6.13 6" ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK EP SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT CONTOUR LINE SPOT ELEVATIONS LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE X A-100 C E G OH T SL S D WM G GV C/O T E E B-# T-# SAWCUT LINE TC BC 516.00 515.55 FF 517.00 ME|G 516.00 187 190 W S SAN-100 GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER ENGINEERING FL, LLC OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES C-102 GENERAL NOTES AND LEGEND 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 - G E N E R A L N O T E S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 66 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF APPROX 65 LF OF EX CURB (TBR) APPROX 70 LF OF EXISTING CURB (TBR) APPROX 220 SF OF EX SIDEWALK (TBR) APPROX 31 LF OF EX CURB (TBR)EX 8" SEWER STUB INV: 33.3 (PER AS-BUILTS) (TBR) 7' X 5' FULL DEPTH ASPHALT REPLACEMENT AREA PER SEMINOLE UTILITY ENGINEERING FIGURE 102 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD AP P A R E N T R A I L R O A D (G R A V E L P I L E ) ( T B R ) S R 4 3 4 APPROX 7 LF OF EX CURB (TBR) APPROX 35 SF OF EX SIDEWALK (TBR) 16 LF OF EX SAN SEWER LATERAL (TBR) EX FENCE (TBR) PROP 107 LF OF MILL & OVERLAY, MILL AND OVERLAY LIMITS TO EXTEND TO EDGE OF TRAVEL LANE 10 7 ' 13.8' W E S NAD83 NAD83 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY EXISTING CONDITIONS/ DEMOLITION PLAN C-201 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E X D M - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 - E X I S T I N G C O N D I T I O N S & D E M O KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-EXDM PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. DEMOLITION ABBREVIATIONS ABBREVIATION DESCRIPTION (TBA)TO BE ABANDONED (TBR)TO BE REMOVED (TBV)TO BE VACATED (RELO)TO BE RELOCATED DEMOLITION NOTES: 1.BOHLER FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3.PERMITS FOR DEVIATIONS SHALL BE APPLIED FOR AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO THE COMMENCEMENT OF DEVIATION. 4.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. B.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. C.CONSTRUCTION FENCE WITH MESH SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED PRIOR TO CONSTRUCTION ACTIVITIES. D.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. E.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. F.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. G.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. H.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. I.LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. J.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. K.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. L.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. M.OPERATION OF ANY MECHANICALLY POWERED TOOLS OR EQUIPMENT USED IN CONSTRUCTION, DRILLING, OR DEMOLITION WORK BETWEEN THE HOURS OF 10:00 P.M. AND 7:00 A.M. THE FOLLOWING DAY IS PROHIBITED PER SECTION 13-31(D); CITY OF WINTER SPRINGS. N.A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6.EXPLOSIVES SHALL NOT BE USED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHT - OF - WAY. 8.CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITIES. 9.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11.WRITTEN NOTICE INDICATING PROPERTIES DEEMED TO BE RETURNED TO "PRE-DEMOLITION" CONDITION SHALL BE SENT TO THE CITY OF WINTER SPRINGS. THE LETTER SHALL INCLUDE PROPERTY LOCATIONS, DATE OF DEMOLITION COMPLETION, DATE OF WORK TO COMMENCEMENT, AND NAME AND CONTACT INFORMATION OF CONTRACTOR. 12.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14.DEBRIS SHALL NOT BE BURIED OR BURNED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND APPLICABLE CODES. BURNING OF ANY ORGANIC OR INORGANIC MATERIAL ON SITE SHALL BE PROHIBITED. 15.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 16.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 17.THERE ARE NO KNOWN WATER COURSES, WATER BODIES, FLOODPLAINS, XERIC UPLANDS, WETLANDS, CUTTHROAT GRASS SEEPS, HISTORICAL, AND ARCHAEOLOGICAL RESOURCES, OR CONES OF INFLUENCE FOR POTABLE WELLS, AQUIFER RECHARGE AREAS, SOIL TYPES, AND VEGETATIVE COVER LOCATED WITHIN PROJECT LIMITS. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 1"=40' 0 40102040 NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED EX. EASEMENT EX. OVERHEAD ELECTRIC EX. SANITARY LINE EX. FENCE CONC. TO BE REMOVED ASPHALT TO BE REMOVED EX. CONCRETE EX. TREE TO BE REMOVED EX. ROADWAY C/L LEGEND UTILITY NOTE: 1.CONTRACTOR SHALL FIELD VERIFY EXISTING ON-SITE UTILITIES AND UTILITIES WITHIN THE RIGHT-OF-WAY PRIOR TO START OF WORK. GEOTECHNICAL NOTE: 1.CONTRACTOR SHALL FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED IN THE SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION GEOTECHNICAL ENGINEERING REPORT PREPARED BY YOVAISH ENGINEERING SERVICES DATED OCTOBER 12, 2023. 2.PER THE GEOTECHNICAL REPORT PERFORMED BY YOVAISH ENGINEERING SERVICES ON 10/12/2023, THE MAJORITY OF THE SITE IS COVERED WITH ONE TO TWO FEET OF ORGANIC TOP SOIL. ALL ORGANIC TOP SOIL SHOULD BE REMOVED BY THE CONTRACTOR AND REPLACED WITH FDOT APPROVED CLEAN FINE SAND. DUST AND DEBRIS CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE ENGINEER. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. 1 ASPHALT TO BE MILLED AND OVERLAYED 1 66 5 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) LOT 3 49,291 SQ.FT. 1.134 AC LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 4-A 72,373 SQ.FT. 1.661 AC LOT 2 22,678 SQ.FT. 0.521 AC 25 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R LOT 1 83.196 SQ.FT. 1.910 AC FUTURE DEVELOPMENT BY OTHERS PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) 15 ' C I T Y S A N EA S E M E N T 10 ' ST M EA S E M E N T D W E S NAD83 NAD83 C-301 OVERALL SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 - O V E R A L L S I T E P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=40' 0 40102040 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. STORMWATER MANAGEMENT: STORMWATER RUNOFF FROM THE SITE IMPROVEMENTS PROPOSED ONSITE SHALL BE MANAGED THROUGH A COMBINATION OF PROPOSED DRY DETENTION PONDS AND UNDERGROUND STORMTECH CHAMBERS LOCATED UNDER THE PAVEMENT AREAS AS SHOWN. THE STORMWATER MANAGEMENT SYSTEM HAS BEEN DESIGNED IN PART WITH "POND 1" WITHIN TUSKAWILLA CROSSINGS SUBDIVISION. SITE SIGNAGE: PERMANENT SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. LANDSCAPING: ALL LANDSCAPING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. SIDEWALK NOTE: ANY BROKEN OR NON ADA COMPLIANT SIDEWALK IN THE PUBLIC RIGHT-OF-WAY FRONTING THE PROJECT SITE SHALL BE REPLACED AS PART OF THIS PROJECT. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 66 6 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD DOUBLE SIDED FREESTANDING SIGN LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10'R 1 0 ' R 2 0 ' R 3 1 ' R 3 1 ' R 2 0 ' R 20'R 31'R 3.5'R 2 0 ' R 25'R 2 5 ' R 25'R 2 5 ' R 2 5 ' R 50'R 50'R 35' R PROP "DO NOT ENTER" SIGN 9' 18 ' 12'5' 22 ' 18 ' 9' 18 ' 9' 10.9' 89 . 7 ' 18' 9' 12'26' 6 7 7 7' 12' 24 ' 9' 18 '6 6 7 7 18 ' 9' 7' 7 8 9' 18 ' PROP ADA ACCESSIBLE SPACE (TYP) PROP ACCESSIBLE RAMP (TYPE CR-C) PER FDOT INDEX #304 PROP SIDEWALK INTEGRAL CURB 9' 18 '59' 10' 7' 14 . 3 ' 5 9' 18 ' 13.9' PROP "STOP" SIGN 34.5 ' PROP (6) BICYCLE PARKING SPACES PROP D-CURB PER FDOT INDEX #520-001 17'32' PROP DUMPSTER ENCLOSURE W/ CONCRETE PAD (SEE ARCH PLANS FOR DETAIL) PROP 4' WIDE FIRE LANE STRIPING (TYP) PROP F-CURB PER FDOT INDEX #520-001 24' 24 ' PROP F-CURB PER FDOT INDEX #520-001 PROP VALLEY GUTTER PER FDOT #520-001 3. 5 ' R 1 0 ' R 3'R 10'R 3' R 3'R 3'R 3' R 4'R 4'R 4.5'R 4'R 4'R 5'R 5'R 5' R 15 ' R 35' R 3'R 4 7 ' R 35 ' R 50 ' R PROP ADA PARKING SIGN PROP "EMPLOYEE ONLY PARKING" SIGN PROP "STOP" SIGN PROP VALLEY GUTTER PER FDOT #520-001 LOT 1 83.196 SQ.FT. 1.910 AC 3 ' R 5'R 12 . 3 ' PROP ADA PARKING SIGN PROP 6' CHAIN LINK FENCE 5' PROP 6" DOUBLE YELLOW LINE 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) 3'R 5' 2 5 ' R 50' 12 ' PROP 50' X 12' LOADING ZONE PROP 24" STOP BAR (PER FDOT INDEX 711-001) 15 ' C I T Y S A N E A S E M E N T PROP STM 8" X 24" TEE INV = 38.30 POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 10 ' S T M EA S E M E N T PR O P L O T L I N E PR O P L O T L I N E W E S NAD83 NAD83 C-302 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 2 - S I T E P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=20' 0 2051020 SITE DATA TABLE TAX PARCEL NUMBER(S):01-21-30-501-0000-0010 & 26-20-30-5AR-0A00-008D/H PROJECT ADDRESS:UNDEVELOPED LAND EAST OF TUSKAWILLA RD WINTER SPRINGS, FL PARCEL AREA:6.14 AC EXISTING ZONING:T-5 URBAN CENTER ZONE PROPOSED ZONING:T-5 URBAN CENTER ZONE EXISTING LAND USE:VACANT - WOODED FUTURE LAND USE:COMMERCIAL PROPOSED USE:COMMERCIAL MAX. BUILDING HEIGHT:75 FEET BUILDING SETBACKS FRONT:25' MIN, (TUSKAWILLA RD) SIDE:10' MIN. (NORTH) SIDE:10' MIN. (MICHAEL BLAKE BLVD) REAR:25' MIN. (SR 434) INTERNAL LOT:0' IMPERVIOUS CALCULATIONS MAXIMUM ALLOWABLE IMPERVIOUS AREA = 100% (6.14 AC) MCMILLIAN LOT 1 (1.91 AC) BUILDING AREA:23,517 SF = 0.54 AC PAVEMENT (IMPERVIOUS):42,125 SF = 0.96 AC CONCRETE:9,475 SF = 0.21 AC TOTAL IMPERVIOUS AREA:56,042 SF = 1.71 AC 85% ASSUMED IMPERVIOUS AREA FOR FUTURE DEVELOPMENT PARKING CALCULATIONS PARKING:72 SPACES (INCLUDING 2 ADA SPACES) 2 2 66 7 FIRE TRUCK - WINTER SPRINGS, FL 48.5 13.25 22.5 4.833 24.917 FIRE TRUCK - WINTER SPRINGS, FL Overall Length 48.500ft Overall Width 8.333ft Overall Body Height 10.685ft Min Body Ground Clearance 0.920ft Track Width 8.333ft Lock-to-lock time 6.00s Wall to Wall Turning Radius 48.420ft W E S NAD83 NAD83 FIRE TRUCK - WINTER SPRINGS, FL Rea r - L o a d G a r b a g e T r u c k 35 4.5 20 Rear-Load Garbage Truck Overall Length 35.000ft Overall Width 8.375ft Overall Body Height 10.546ft Min Body Ground Clearance 1.000ft Track Width 8.375ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 29.300ft WB-50 - Intermediate Semi-Trailer D 42.5 19.92 Max 56° Horiz Max 10° Vert 3 33.5 4 35.5 2 15.5 3 10.4 4.2 12.5 WB-50 - Intermediate Semi-Trailer Overall Length 55.000ft Overall Width 8.500ft Overall Body Height 12.052ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 45.000ft C-303 TRUCK TURNING PLAN 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 3 - T R U C K T U R N I N G P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 1"=50' 0 5012.52550 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 66 8 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W WV WV WV FUT CATCH BASIN D-08 FUT CATCH BASIN D-11 FUT CATCH BASIN D-03 D-07 D-06 D-05 D-04 D-02 D-01 CS-A D-12 POND 2 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.78 25YR-24HR: 42.36 POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 D-10 D-14 D-15 D-13 PROP 24" OUTLET @ INV: 40.00 SS WV WV FDC F F F F F D-16 T E ME T E R S S S W W W W W W W W W G G SSSSSSS F F F F F F F F F WV WVWV FD C WV METER S S PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R 12 ' FUTURE DEVELOPMENT BY OTHERS 50 ' 50 ' 13.8' REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET FUTURE PAD TO BE SET TO EL. 44.5' 44 44 44 44 43 42 41 40 4 3 4 3 4 3 4 2 43 44 44 44 44 45 44 44 C-401 OVERALL PAVING GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 - O V E R A L L P A V I N G G R A D I N G & D R A I N A G E KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W E S NA D 8 3 NA D 8 3 1"=40' 0 40102040 DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. DEWATERING NOTE: CONTRACTOR SHALL SUBMIT DEWATERING PLAN TO THE DISTRICT, 14 DAYS PRIOR TO COMMENCEMENT, SUBJECT PLANS SHALL BE REVISED AS NECESSARY. STORM DRAINAGE NOTES: A.GENERAL: 1.DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.MATERIALS: 1.REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 2.ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH-ON RUBBER GASKET JOINTS. 3.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. C.INSTALLATION: 1.PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6" TO A HEIGHT OF 12" ABOVE PIPE AS SHOWN ON THE PLANS. 3.PROVIDE A MINIMUM PROTECTIVE COVER OF 18" OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D. CONNECTIONS TO EXISTING STORM STRUCTURES: 1.THE HOLE INTO THE EXISTING STRUCTURE SHALL BE SAW CUT OR CORE DRILLED. 2.USE NON-SHRINKING GROUT TO FILL ALL GAPS AROUND THE JOINT. 3.AFTER PIPE IS CONNECTED WITH THE INLET, THE END OF THE PIPE MUST BE CUT FLUSH WITH THE INSIDE SURFACE OF THE INLET. 4.REFER TO F.D.O.T. STANDARD PLAN INDEX 425-001 FOR FILTER FABRIC WRAP ON GROUTED PIPE TO STRUCTURE JOINT DETAIL. PAVING AND GRADING NOTES: A.GENERAL: 1.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. 2.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "G" = FINISHED GRADE; "MEG" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. 3.THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 5.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 6.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 7.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAWCUT TO ENSURE A PROPER JOINT. 8.PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. B.MATERIALS: 1.BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS OR EQUIVALENT LIMEROCK THICKNESS W/ MINIMUM LBR-100 (MAX. 6" LIFTS). 2.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE A MINIMUM OF 1-1/2" THICK, AND SHALL BE CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. 3.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C.INSTALLATION: 1.SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), SHALL BE A MINIMUM 12", AND SHALL HAVE A MINIMUM LBR 40. 2.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. ADDITIONALLY, BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). 3.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE OR THE LATEST REVISION. D.TESTING 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO AND APPROVED BY THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER BEFORE ANY BASE IS CONSTRUCTED. 5.DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. GENERAL NOTES: 1.CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3.COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4.STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 5.ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. BORE LOCATIONS B-# PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. STANDARD DUTY CONCRETE PROP. HEAVY DUTY CONCRETE PROP. PERVIOUS PAVEMENT GRADING NOTES: 1.STRUCTURAL FILL REQUIRED TO ATTAIN FINAL GRADES SHALL BE COMPRISED OF CLEAN SAND WITH NO MORE THAN 10 PERCENT PASSING THE U.S. NO. 200 SIEVE. THE FILL SHALL BE PLACED IN MAXIMUM 12-INCH THICK LIFTS AND COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOILS MAX. MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557) HAS BEEN ACHIEVED. 2.CONTRACTOR SHALL FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED IN THE SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION GEOTECHNICAL ENGINEERING REPORT PREPARED BY YOVAISH ENGINEERING SERVICES DATED OCTOBER 12, 2023. A A B B DD E E C C F F DRAINAGE NOTES: 1.ALL STORM PIPE MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 2.FINAL RIM OR TOP OF CATCH BASIN ELEVATIONS FOR FUTURE CATCH BASINS SHOULD NOT BE FINALIZED UNTIL PAVEMENT AREAS OF FUTURE DEVELOPMENTS ARE DESIGNED. 3.ALL POND AREAS SHALL BE VEGETATED. 4.ANY BARE SOIL AREAS NOT COVERED BY IMPERVIOUS SURFACES SHALL BE STABILIZED (HYDROSEEDING OR EQUIVALENT). 5.ALL INLETS FROM STORMTECH CHAMBER SYSTEM SHALL BE INSTALLED WITH SEDIMENT SUMP. ENGINEER'S CERTIFICATION NOTE: “I, KYLE MOREL, P.E. HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE ALL EXISTING UTILITIES HAVE BEEN FIELD LOCATED AND THE LOCATION AND ELEVATION DEPICTED ON THESE PLANS IS BASED ON ACTUAL SURVEY, GROUND PENETRATING RADAR, SOFT DIG EXCAVATIONS, AND OTHER INDUSTRY METHODS. I FURTHER CERTIFY THAT ALL MEASURES HAVE BEEN TAKEN WITH REGARD TO UTILITY PROVIDERS' NOTIFICATION TO MARK UTILITIES IN ACCORDANCE WITH CHAPTER 556 F.S., SUNSHINE STATE ONE CALL.” UNDERGROUND CHAMBER CONSTRUCTION NOTES: 1.EXCAVATE BELOW UNDERGROUND CHAMBER BOTTOM PASSED FIRST LAYER OF CLAY LAYER AND REPLACE WITH CLEAN FILL, MINIMUM PERMEABILITY OF 20 FT / DAY HORZ & 10 FT / DAY VERT. 2.PRIOR TO CERTIFICATION, CONTRACTOR TO PROVIDE SUPPORTING GEOTECHNICAL DATA (DRI TEST OR SIMILAR) TO CONFIRM PERMEABILITY RATES. SHOULD TESTING NOT MEET THESE REQUIREMENTS, REMEDIATION EFFORTS WILL BE REQUIRED. PLEASE CONTACT EOR IMMEDIATELY. 3.CONTRACTOR TO MAINTAIN BEST MANAGEMENT SWPPP PRACTICES DURING CONSTRUCTION AND SHALL ENSURE NO CLAYS OR OTHER UNSUITABLE MATERIAL IS MIXED WITHIN THE VICINITY OF THE PROPOSED STORMWATER POND. 1 LOT AREA (AC)PROPOSED IMPERVIOUS AREA (AC) TOTAL ALLOWABLE IMPERVIOUS (AC) TOTAL REMIAINING IMPERVIOUS (AC)% LOT 1 1.91 1.57 1.57 0.00 82% LOT 2 0.52 0.17 0.17 0.00 33% LOT 3 1.13 0.00 0.96 0.96 85% LOT 4-A 1.66 0.00 1.41 1.41 85% LOT 4-B 0.91 0.00 0.77 0.77 85% TOTAL 6.13 1.74 4.88 3.14 2 ASPHALT TO BE MILLED AND OVERLAYED 66 9 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD PROP 11 LF - 12'' HDPE INVERT @ CHAMBER ELEV 40.40, MINIMUM OF 1' SEPARATION BETWEEN STORM PIPE AND WATER LINE, SEE C-902 FOR DETAIL PROP 41 LF - 24" HDPE @ 1.27% PR O P 43 L F - 8 " H D P E @ 0 . 5 % PROP DUMPSTER DRAIN 1' DIAMETER H-20 RIM = 42.73' INV = 38.51' PR O P 10 6 L F - 2 4 " H D P E @ 0 . 8 % PROP 28 LF - 30" HDPE @ 0.5% PR O P 37 L F - 2 4 " HDP E @ 0 . 3 5 % PR O P 74 L F - 1 8 " H D P E @ 0 . 3 % PROP 16 LF - 18" HDPE @ 0.3% PR O P 9 4 L F - 1 8 " R C P @ 0 . 3 5 % PR O P 87 L F - 2 4 " H D P E @ 0 . 3 % PROP 54 LF - 24" HDPE @ 0.3% PR O P 12 3 L F - 2 4 " H D P E @ 0 . 3 % S SS S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W F WV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R W W W W W W W W W WV WV WV FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-08 FUT CATCH BASIN D-11 FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-03 D-07 D-06 D-05 D-04 D-02 D-01 CS-A PROP SC-310 STORM CHAMBER (SEE DETAILS, SHEET C-902) PROP ROOF DOWNSPOUTS CONNECTION POINT (COORD W/ ARCHITECT'S PLANS) PROP STM 8" X 24" TEE INV = 38.30 EX CAPACITY OF OFF-SITE PIPE SYSTEM DETERMINED BY OTHERS D-12 PROP PROP CONNECTION TO EX. MH @ INV: 37.67 (GC TO VERIFY SIZE & LOCATION PRIOR TO MAKING CONNECTION) POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 PROP 7316 SF UNDERGROUND STM MODEL: SC-310 TOS: 42.23 BOS: 39.90 PROP 15090 SF UNDERGROUND STM MODEL: SC-310 TOS: 42.23 BOS: 39.90 D-10 PROP 292 LF - 24" HDPE @ 0.3% D-14 D-15 D-13 PROP 8 LF - 24'' HDPE INVERT @ ELEV 40.00 10 ' S T M EA S E M E N T SSS F WV WV FDC F F F F F F F F F F F W M E T E R W W W W W W W W W W W W SSSSSSSSSS F F F F F F F F F F F W WV WVWV FD C WV METER PROP PROPERTY LINE LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF LOT 1 83.196 SQ.FT. 1.910 AC PROP 107 LF OF MILL & OVERLAY, MILL AND OVERLAY LIMITS TO EXTEND TO EDGE OF TRAVEL LANE PROP 7' X 5' FULL DEPTH ASPHALT REPLACEMENT FUTURE DEVELOPMENT BY OTHERS 50 ' 50 ' REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET 41.41 42.09 42.21 41.63 41.15 G 42.80 44.20 42.52 43.76 43.88FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86FFE 44.86 42.65 42.80 G 42.55 TC 43.45 BC 42.95 G 42.90 44.72 G 43.17 G 43.20 TC 43.88 BC 43.38 TC 43.04 BC 42.54 G 43.52 TC 44.05 BC 43.55 TC 43.75 BC 43.25 43.53 TC 44.37 BC 43.87 TC 44.37 BC 43.87 TC 44.58 BC 44.08 TC 44.30 BC 43.80 TC 44.85 BC 44.35 43.48 TC 44.58 BC 44.08 TC 44.66 BC 44.16 TC 44.01 BC 43.51 TC 44.22 BC 43.72 FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86 TC 44.90 BC 44.40 TC 44.45 BC 43.95 TC 44.30 BC 43.80 43.76 TC 44.30 BC 43.80 42.82 42.95 TC 44.22 BC 43.72 TC 44.01 BC 43.51 TC 43.95 BC 43.45 44.0342.95 43.10 42.40 43.10 44.73 43.05 44.72 44.75 44.71 44.10 G 43.12 TC 43.73 BC 43.23 TC 44.46 BC 43.96 TC 44.09 BC 43.59 43.61 TC 44.44 BC 43.94 TC 44.24 BC 43.74 TC 44.51 BC 44.01 G 43.50 TC 43.82 BC 43.32 TC 44.22 BC 43.72 TC 44.01 BC 43.51 43.90 44.70 43.47 TC 44.56 BC 44.06 43.56 G 43.27 TC 44.50 BC 44.00 TC 44.87 BC 44.37 TC 44.52 BC 44.02 43.70 TC 43.95 BC 43.45 G 43.63 TC 43.82 BC 43.32 TC 43.75 BC 43.25 TC 43.32 BC 42.82 FFE 44.86 44.76 43.13 43.29 TC 44.48 BC 43.98 G 43.63 G 45.00 G 45.06 G 45.16 G 43.91 G 44.21 TC 44.62 BC 44.12 TC 44.65 BC 44.15 G 44.00 TC 44.98 BC 44.48 TC 44.95 BC 44.45 TC 44.52 BC 44.02 G 43.78TC 44.52 BC 44.02 TC 44.22 BC 43.72 TC 44.43 BC 43.93 TC 45.46 BC 44.96TC 45.54 BC 45.04 G 45.00 TC 45.81 BC 45.31 TC 45.88 BC 45.38 43.66 MATCH EX.43.00 MATCH EX. TC 44.86 BC 44.36 TC 44.74 BC 44.24 TC 44.74 BC 44.24 TC 44.86 BC 44.36 44.10 43.30 MATCH EX. 44.25 TC 44.86 BC 44.36 TC 44.86 BC 44.36 44.37 43.54 44.66 TC 44.98 BC 44.48 TC 44.98 BC 44.48 TC 44.71 BC 43.65 TC 44.15 BC 43.65 43.64 43.74 43.84 G 42.50 TC 43.10 BC 42.60 G 42.40 MEG 42.31± MEG 41.42± 43.15 43.25 REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 43.02 TC 43.45 BC 42.95 43.20 FFE 44.86 44.20 44.71 44.21 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 43.45 BC 42.95 42.70 42.90 43.16 43.21 42.80 42.85 42.75 42.65 42.65 42.80 44.20 C-402 PAVING GRADING AND DRAINAGE PLAN 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 2 - P A V I N G G R A D I N G & D R A I N A G E KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W E S NA D 8 3 NA D 8 3 1"=20' 0 2051020 THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. BORE LOCATIONS B-# PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. STANDARD DUTY CONCRETE PROP. HEAVY DUTY CONCRETE PROP. PERVIOUS PAVEMENT DOWNSPOUT NOTE: CONNECT ALL ROOF DOWNSPOUTS TO 6-INCH HDPE LATERALS. LATERALS SHALL BE CONNECTED TO 12-INCH HDPE TRUNK LINES EXTENDING TO STRUCTURES WITH MIN. 0.5% SLOPE. STORM STRUCTURE TABLE STRUCTURE NAME:DETAILS: CS-A STORM MANHOLE CONTROL STRUCTURE PER FDOT INDEX #425-001 RIM = 43.50 WEIR ELEV. = 41.20 W INV IN=38.00 (30" HDPE) SE INV OUT = 38.00 (18" RCP) D-01 STORM MANHOLE PER FDOT INDEX #425-001 RIM = 43.00 N INV IN = 38.27 (24" HDPE) W INV IN = 38.27 (24" HDPE) D-02 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 42.55 E INV IN = 38.14 (30" HDPE) S INV OUT = 38.14 (24" HDPE) N INV OUT = 38.14 (24" HDPE) D-03 TYPE "D" INLET RIM = 43.12 E INV OUT = 39.50 (24" HDPE) D-04 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.47 W INV IN = 40.40 (12" HDPE) E INV OUT = 40.40 (12" HDPE) D-05 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.53 E INV OUT = 40.04 (12" HDPE) D-06 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.56 E INV OUT = 40.33 (12" HDPE) D-07 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.27 W INV IN = 38.89 (12" HDPE) D-08 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 43.85 E INV IN = 39.41 (24" HDPE) N INV OUT = 39.41 (24" HDPE) D-10 TYPE "D" INLET RIM = 43.06 S INV IN = 39.66 (24" HDPE) NE INV IN = 39.66 (24" HDPE) D-11 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 43.40 S INV IN = 39.24 (24" HDPE) W INV OUT = 39.24 (24" HDPE) D-12 TYPE "D" INLET RIM = 43.17 S INV IN = 38.98 (24" HDPE) W INV IN = 38.98 (24" HDPE) N INV OUT = 38.98 (24" HDPE) D-13 TYPE "D" INLET RIM = 44.10 N INV IN = 39.16 (18" HDPE) E INV OUT = 39.16 (24" HDPE) D-14 TYPE "D" INLET RIM = 43.54 E INV OUT = 39.58 (18" HDPE) D-15 STORM DRAIN RIM = 44.66 W INV OUT = 39.53 (18" HDPE) S INV OUT = 39.53 (18" HDPE) D-16 TYPE "C" BUBBLE STRUCTURE RIM: 40.00 30'' INV: 35.25 (W/ WEEP HOLE PER FDOT INDEX #425-001) LOT AREA (AC)PROPOSED IMPERVIOUS AREA (AC) TOTAL ALLOWABLE IMPERVIOUS (AC) TOTAL REMIAINING IMPERVIOUS (AC)% LOT 1 1.91 1.57 1.57 0.00 82% LOT 2 0.52 0.17 0.17 0.00 33% LOT 3 1.13 0.00 0.96 0.96 85% LOT 4-A 1.66 0.00 1.41 1.41 85% LOT 4-B 0.91 0.00 0.77 0.77 85% TOTAL 6.13 1.74 4.88 3.14 2 1 2 ASPHALT TO BE MILLED AND OVERLAYED 67 0 C-403 CROSS SECTIONS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 3 - C R O S S S E C T I O N S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. EXISTING 6' TUSKAWILLA ENTRANCE SECTION F-F N.T.S. 1% TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL 45.00± 2% 5' 0.58% EL 45.06± EL 45.16± PROPERTY LINE EXISTING 13.68' MICHAEL BLAKE ENTRANCE SECTION A-A N.T.S. 5% TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL 44.41± 2% 6' 0.8% EL 42.09± EL 42.21± PROPERTY LINE 14.5' EXISTING MICHAEL BLAKE PARKING SECTION B-B N.T.S. TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL VARIES SEE GRADING SHEET EL VARIES EL VARIES PROPERTY LINE 2% MAX. PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT 13.9' PLANTER AREA 6' SIDEWALK PROPOSED BUILDING TYPICAL DRIVE AISLE PAVEMENT SECTION N.T.S. VARIES PROPOSED PAVEMENT 11' C/ L 11' DR I V E A I S L E PROPOSED TYPE "D" CURB 18' PARKING STALLS PROPOSED PAVEMENT BUILDING SIDEWALK VARIES DRIVE AISLE SECTION C-C N.T.S. 18' PARKING STALLS PROPOSED PAVEMENT 12-INCHES OF STABILIZED SUBGRADE, MINIMUM LBR EQUAL TO 40, AND COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 98 PERCENT OF THE SOIL'S MODIFIED PROCTOR DENSITY VALUE AS DETERMINED BY AASHTO T-180 TEST METHOD. 6-INCHES OF CRUSHED CONCRETE OR LIMEROCK FROM A FDOT APPROVED MATERIAL PROVIDER, MEETING THE MINIMUM LBR AND GRADATION REQUIREMENTS OF SECTION 911, AND COMPACTED TO A DENSITY OF NOT LESS THAN 98 PERCENT OF THE MATERIAL'S MODIFIED PROCTOR DENSITY VALUE AS DETERMINED BY AASHTO T-180 TEST METHOD. IT SHOULD BE NOTED THAT LIMEROCK BASE SHOULD NOT BE UTILIZED BELOW PAVEMENT AREAS, WHERE BELOW GRADE INFILTRATION GALLERIES ARE PLANNED. 1-1/2 INCHES OF FLORIDA DOT ASPHALTIC CONCRETE MIX OF TYPE SP-9.5 PLACED AND COMPACTED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12' C/ L 12' 1-2%1-2%OF D R I V E A I S L E 2% MAX. 2% MAX. 2% MAX. 2-2.5%2% * *** *CROSS-SLOPES OF PARKING STALLS & DRIVE AISLE SHALL BE AS NOTED ON SECTION DETAIL, UNLESS OTHERWISE NOTED FROM SPOT ELEVATIONS ON SHEET C5.1. CONCRETE SIDE WALK EX. TYPE "F" CURB VEGETATED SIDE SLOPES 4H:1V MAX. DRY POND BOTTOM=40.0' TOP OF WALL 44.0 POND "2" MAX STAGES MEAN ANNUAL=41.17' 10YR-24HR=41.71' 25YR-24HR=42.27' VARIES 5'5' SEASONAL HIGH GROUNDWATER 38.07' TOP OF WALL 44.0 1' WALL 1' WALL BOTTOM OF WALL 40.0 BOTTOM OF WALL 40.0 DRY POND BOTTOM=40.0' TOP OF WALL 44.0 DRIVE AISLE POND 1 SECTION D-D N.T.S. POND "1" MAX STAGES MEAN ANNUAL=41.17' 10YR-24HR=41.72' 25YR-24HR=42.31' CURB VARIES 5'5' SEASONAL HIGH GROUNDWATER 38.90' TOP OF WALL 44.0 1' WALL 1' WALL DRIVE AISLE CURB BOTTOM OF WALL 40.0 BOTTOM OF WALL 40.0 TOP OF BERM 42.5 4 H : 1 V M A X . 4H: 1 V MAX . POND 2 SECTION E-E N.T.S. 2 67 1 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF FUTURE DEVELOPMENT BY OTHERS T E ME T E R S S S W W W W W W W W W WL G G SSSSSSS F F F F F F F F F WV WVWV FD C WV METER S S D S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) WV WV WV 15 ' C I T Y S A N EA S E M E N T SS WV WV FDC F F F F F W E S NAD83 NAD83 C-501 OVERALL UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 - O V E R A L L U T I L I T Y P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 1"=40' 0 40102040 WATER DISTRIBUTION NOTES: 1.CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION, AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. 2.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. 3.CONTRACTOR TO COORDINATE WITH COUNTY AND ADJACENT PROPERTY OWNERS AND BUSINESSES FOR ANY ANTICIPATED WATER INTERRUPTIONS FOR CONNECTION TO EXISTING WATER LINE. 4.CONTRACTOR TO DEFLECT OR BEND WATER LINES AS NECESSARY TO MAINTAIN 12" VERTICAL SEPARATION FROM STORM SEWER PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. SANITARY SEWER GRAVITY NOTES: 1.IF REQUIRED, THE CONTRACTOR SHALL RECONSTRUCT THE BENCH IN THE EXISTING MANHOLE TO ACCOMMODATE THE NEW FLOW DIRECTION. 2.WASTEWATER FLOW IN THE EXISTING SEWER MUST BE MAINTAINED DURING THE INSTALLATION OF THE LATERAL. IF A BY-PASS IS REQUIRED, THE CONTRACTOR MUST SUBMIT DETAILS OF THE SYSTEM FOR REVIEW AND APPROVAL TO THE CITY OF WINTER SPRINGS PUBLIC WORKS DEPARTMENT PRIOR TO STARTING CONSTRUCTION. GENERAL NOTE: ALL ONSITE WATER AND SEWER DISTRIBUTION/COLLECTION LINES/MAINS TO BE PRIVATELY OWNED & MAINTAINED UNLESS OR UNTIL A UTILITY EASEMENT IS DESCRIBED & APPROVED BY ALL INVOLVED PARTIES. SANITARY SEWER NOTES: A.GENERAL: 1.DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 3.EXISTING SERVICES WITHIN MANHOLES SHALL BE RELOCATED TO NEW SEWER. 4.BYPASS PUMPING MAY BE REQUIRED AND SANITARY SERVICE MAINTAINED WHILE EXISTING SEWER IS BEING REPLACED. 5.CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH CITY WITH MAKING CONNECTION TO PUMP STATION / MANHOLE. 6.CONTRACTOR MUST COORDINATE WITH CITY AND SHOPPING CENTER AND PROVIDE AT LEAST 48-HOURS NOTICE PRIOR TO REPLACING SERVICES. B.MATERIALS: 1.ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. 2.ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. 3.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. C.INSTALLATION: 1. PIPE AND FITTINGS: a.SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S 'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE.' b.BEDDING AND INITIAL BACKFILL (12") OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 2. CLEANOUTS: a.CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. b.ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. 3. SERVICE: a.MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. b.EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. c.CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. D.TESTING: 1.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. 4.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. 5.GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 1--% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TEST SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. 6.GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS-BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATIONS IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. 7.ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE SHEET C-503 SHEET C-502 67 2 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) W W W SSS F F F WV WVWV FD C WV METER S SS S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS W W W W W W W W W W W W W W F WV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PROP 8'' CAP W/ 2'' TEMP BLOW-OFF VALVE FOR FUTURE CONNECTION PROP CONNECTION TO EX. 12'' POTABLE WATER MAIN VIA WET TAP PER SEMINOLE COUNTY UTILITY ENGINEERING FIGURE 204 W/ 12''X8'' TAPPING SLEEVE AND 6'' VALVE (CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO MAKING CONNECTION) PER CITY OF WINTER SPRINGS WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R W W W W W W W W W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) PROP 38 LF 8" PVC WATER MAIN PROP 8" 11° BEND PROP (4) - 2" WATER SERVICE CONNECTIONS PROP 322 LF 8" PVC WATER MAIN PROP (4) - 2" PVC WATER SERVICE W/ 1" METER & RPZ PER CITY OF WINTER SPRINGS PROP 69 LF 8" PVC WATER MAIN PROP 8" TEE W/ (3) - 8" GATE VALVES WV WV WV PROP CAPPED 8" SDR-26 PVC STUB FOR FUTURE CONNECTION INV = 35.95' (8" S) 11 3 L F 8 " S D R - 2 6 P V C @ 0 . 5 0 % PROP 157 LF 8" PVC WATER MAIN PROP 8" X8" FIRE P.O.S. PER NFPA 24 [SEC 6.2.1] W/ VALVE PROP (1) - 8" - 90° BEND (1) - 8" X 6" REDUCER (1) - 6" GATE VALVE PROP 8" FIRE LINE DR 14 PIPE PROP FIRE SPRINKLER SERVICE (DESIGNED BY OTHERS) PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.26 PROP 8 LF 6" PVC @ 2.00% PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.12 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.11 PROP 750-GAL GREASE TRAP INV = 36.93 PROP CLEANOUT INV = 36.83 (6" N,S,W) PROP 750-GAL GREASE TRAP INV = 36.79 PROP CLEANOUT INV = 36.69 (6" N,S,W) PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 36.95 PROP 8 LF 6" PVC @ 2.00% INV 36.53 INV 36.49 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 36.91 PROP 8 LF 6" PVC @ 2.00% PROP CLEANOUT INV = 36.65 (6" N,S,W) PROP 750-GAL GREASE TRAP INV = 36.75 S-04 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.08 275 LF 8" PVC @ 0.60% INV 35.91 PROP 13 LF 6" PVC @ 2.00% PROP 6" PVC GREASE TRAP LINE W/ 6" CLEANOUT @ MIN. 2.00% INV = 36.33 S-03 175 LF 8" SDR-26 PVC @ 0.60% 15 ' C I T Y S A N E A S E M E N T PROP 8X6''" TEE PROP 18 LF 6'' PVC WATER LINE W/ 6'' STUB FOR FUTURE CONNECTION SSS 12 8 L F 8 " S D R - 2 6 P V C @ 0 . 5 0 % S-05 PROP 33 LF 6" SDR-26 PVC @ 1.05% F WV WV PROP 8" POST INDICATOR VALVE (SEE DETAIL C-906) PROP 8'' DDCVA W/ FDC (SEE DETAIL C-906) PROP FIRE HYDRANT ASSEMBLY PROP 8'' GATE VALVEFDC F F F F F F F F F F FPROP 45° BEND PROP 90° BEND PROP 90° BEND W W E S NAD83 NAD83 C-502 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 2 - U T I L I T Y P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE F FPROP UNDERGROUND FIRE LINE 1"=20' 0 2051020 FIRE NOTES: 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21/2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. PROVIDE SIGNAGE FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.) INDICATING ITS LOCATION AND THE BUILDING IT SERVICES. NEW AND EXISTING FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF SECTION 18.5 OF NFPA 1. FIRE SPRINKLER NOTES A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1-FOOT ABOVE THE FINISHED FLOOR. B). THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. C). NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE D). THE FIRE DEPARTMENT CONNECTION SHALL BE WITH-IN 100 FEET OF THE FIRE HYDRANT IF STANDPIPE SYSTEM IS PROVIDED. E). THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. F). ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED. SANITARY SEWER STRUCTURE TABLE STRUCTURE NAME:DETAILS: S-01 SANITARY MANHOLE RIM = 40.23 PROP INV IN (SW)= 33.03 (8" PVC) EX. INV: 32.93 S-02 SANITARY MANHOLE RIM = 41.00 W INV IN = 33.78 (8" PVC) NE INV OUT = 33.68 (8" PVC) S-03 SANITARY MANHOLE RIM = 42.01 W INV IN = 34.93 (8" PVC) E INV OUT = 34.83 (8" PVC) N INV IN = 34.93 (8" PVC) S-04 SANITARY MANHOLE RIM = 43.32 E INV OUT = 36.58 (8" PVC) S-05 SANITARY MANHOLE RIM = S INV OUT = 35.50 (8" PVC) E INV IN = 35.60 (6" PVC) N INV IN = 35.60 (8" PVC) SHEET C-503 FIRE FLOW REQUIREMENTS FIRE FLOW CALCULATION BASED ON NFPA-17TH EDITION CHAPTER 18 TABLE 18.4.5.2.1 BUILDING TYPE: VB AREA PER IBC: 22,591 SF (1-STORY) SPRINKLER SYSTEM: SPRINKLED REQUIRED FLOW PER NFPA-17TH 18.4.5.3.2: 1,000 GPM @ 2 HOUR DURATIONS (75% REDUCTION) REQUIRED SPRINKLER DEMAND: 600 GPM @ 40 PSI PROVIDED FLOW: 2,273 GPM @ 20 PSI PEAK DOMESTIC DEMAND: 4 GPM 1 1 1 WATER DEMAND TENANT:TOTAL WATER USAGE (GPD): ACE HARDWARE 219 GPD RETAIL A 411 GPD RETAIL B 376 GPD RETAIL C 300 GPD RECLAIM WATER DEMAND IRRIGATION SYSTEM 3 SPRAY ZONES @ 114 GPM X (20 MINUTES PER CYCLE) = 2,280 GALLONS PER CYCLE 7 DRIP ZONES @ 154.2 GPM X (30 MINUTES PER CYCLE) = 4,626 GALLONS PER CYCLE 2 BUBBLER ZONES @ 27 GPM X (20 MINUTES PER CYCLE) = 540 GALLONS PER CYCLE TOTAL GALLONS = 7,446 GALLONS PER CYCLE 2 2 2 67 3 M E T E R W W W W W W W W W W F F F F F F F F F F W WV WVWV FD C WV METER D S S S S S S S S S S S S S S S S S 175 LF 8" SDR-26 PVC @ 0.60% 15 ' C I T Y S A N E A S E M E N T S-02 65 LF 8 " S D R - 2 6 P V C @ 1 . 0 0 % S-01 S-01 TO CONNECT TO EX 8" PVC STUB EX. INV: 32.93 (GC TO PROVIDE SUE IN ADVANCE OF PRE-CON) PROP PROP CONNECTION TO EX. MH @ INV: 37.67 (GC TO VERIFY SIZE & LOCATION PRIOR TO MAKING CONNECTION) WV WV PROP 8" POST INDICATOR VALVE (SEE DETAIL C-906) PROP 8'' DDCVA W/ FDC (SEE DETAIL C-906) PROP 8'' GATE VALVEFDC PROP 90° BEND PROP 90° BEND W W E S NAD83 NAD83 C-503 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 3 - U T I L I T Y P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE F FPROP UNDERGROUND FIRE LINE 1"=20' 0 2051020 FIRE NOTES: 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21/2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. PROVIDE SIGNAGE FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.) INDICATING ITS LOCATION AND THE BUILDING IT SERVICES. NEW AND EXISTING FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF SECTION 18.5 OF NFPA 1. FIRE SPRINKLER NOTES A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1-FOOT ABOVE THE FINISHED FLOOR. B). THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. C). NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE D). THE FIRE DEPARTMENT CONNECTION SHALL BE WITH-IN 100 FEET OF THE FIRE HYDRANT IF STANDPIPE SYSTEM IS PROVIDED. E). THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. F). ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED. SANITARY SEWER STRUCTURE TABLE STRUCTURE NAME:DETAILS: S-01 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 40.23 PROP INV IN (SW)= 33.03 (8" PVC) EX. INV: 32.93 S-02 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 41.00 W INV IN = 33.78 (8" PVC) NE INV OUT = 33.68 (8" PVC) S-03 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 42.01 W INV IN = 34.93 (8" PVC) E INV OUT = 34.83 (8" PVC) N INV OUT = 34.93 (8" PVC) S-04 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 43.32 E INV OUT = 36.58 (8" PVC) SHEET C-502 1 1 2 67 4 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W WV WV WV SS WV WV FDC F F F F F 1 0 ' L A N D S C A P E B U F F E R 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E LOT 1 39,659 SF (±1.74 AC) P14-LE-BS 5,576 SF 70 SEATS 65 PARKING SPACES FFE = 45.00 LOT 2 72,438 SF (±1.66 AC) T E ME T E R S S S W W W W W W W W W WL G G SSSSSSS 58 . 4 ' 1 0 ' 3. 5 ' F F F F F F F F F WV WVWV FD C WV METER 3. 8 ' S S PROP PROPERTY LINE PROP PROPERTY LINE PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) FUTURE DEVELOPMENT BY OTHERS W E S NAD83 NAD83 C-801 SOIL EROSION CONTROL PHASE II PLAN THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E R O S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 - E R O S I O N C O N T R O L P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-EROS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. 12" COMPACTED SUBGRADE 12" COMPACTED SIZE #1 STONE NOT TO SCALE GEOTEXTILE FABRIC STABILIZED CONSTRUCTION ENTRANCE DETAIL 3' O R M O R E 12 " M I N . 8" 15 " - 1 8 " 6' MAX. POST OPTIONS : WOOD 2 1/2" MIN. Ø WOOD 2" x 4" OAK 1 1/2" x 1 1/2" STEEL 1.33 LBS/FT. MIN. FINISHED GRADE FILTER FABRIC SEC. (IN CONFORMANCE WITH 985 F.D.O.T. SPEC.) NOT TO SCALE SILT FENCE DETAIL 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING NOT TO SCALE INLET PROTECTION IP SCE SCE KEYNOTES: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE POLLUTION PREVENTION NOTES: 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH FEDERAL, STATE, AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, DISCHARGES TO ONSITE WETLANDS, OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE; AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. MAINTENANCE NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5" OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE N.P.D.E.S. COMPLIANCE. 1.INSPECTIONS BY CONTRACTOR MUST OCCUR AT LEAST ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT 0.5" OR GREATER. 2.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 3.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT BY CONTRACTOR. 4.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED BY CONTRACTOR. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER, OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 5.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY N.P.D.E.S. QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 6.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE N.P.D.E.S. PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF N.P.D.E.S. GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTABLE RESTROOMS, WHEELED WASTE DISPOSAL DUMPSTER(S), WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC. IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN THEIR LOCATIONS ON THE SITE MAP. PHASE 1 1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND INSTALL SILT FENCE. 2.INSTALL INLET PROTECTION AT EXISTING INLET(S). 3.PREPARE CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. 4.INSTALL STORMWATER CONVEYANCE STRUCTURES AND CULVERTS, ENSURE THAT NEW INLETS ARE PROTECTED PRIOR TO MAKING THE OUTFALL CONNECTION. PHASE 2 1.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 2.START CONSTRUCTION OF THE PROPOSED BUILDING PAD AND STRUCTURES. 3.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT THE CONSTRUCTION DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY THE GENERIC PERMIT. 1"=40' 0 40102040 LEGEND ADJACENT PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. OVERHEAD WIRE PROP. STORM PIPE EX. SPOT ELEVATION PROP.RIDGE LINE PROP. INLET PROTECTION SF SFPROP.SILT FENCE DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 67 5 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 1 - C O N S T R U C T I O N D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-901 CONSTRUCTION DETAILS TYPE 'B' STABILIZATION (MIN LBR 40) OPTIONAL BASE GROUP __ (MIN LBR 100) TYPICAL PAVEMENT SECTION FOR FDOT R/W NOT TO SCALE (FL-S010102 - 09/2024) TYPE FC-12.5 OR FC-9.5 (3/4")(PG 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC D)(1-1/2") (PG 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC D)(2-1/2") EX PAVEMENT 12" NEW PAVEMENT 12" OF EX ASPHALT TO BE REMOVED SAWCUT CLEAN EDGE, STRIP BACK EX ASPHALT & ROCK BASE AS SHOWN & MATCH EXISTING PAVEMENT. EX ASPHALT TO REMAIN EX BASE TO REMAIN EX SUBGRADE TO REMAIN EXISTING BASE TO REMAIN ASPHALT SAWCUT NOT TO SCALE (FL-S010103 - 09/2024) 1'-6"6" 7 1 2" S T D 6" M I N PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB NOTES: 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. 5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS. 6. GUTTER TYPE TO MATCH PAVEMENT SLOPE DIRECTION. CONTRACTOR TO FIELD ADJUST AS NECESSARY. 7. REFER TO FDOT STANDARD PLANS INDEX 522-001 FOR CURB SPECIFICATIONS 1'-6"6" SPILL CURB & GUTTER COLLECTOR CURB & GUTTER PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 3"R 2"R 3 4"R 6" 3"R 2"R 3 4"R6" 6" 7 1 2" S T D 6" M I N FDOT INDEX 520-001 - TYPE F CURB AND GUTTER NOT TO SCALE (FL-S020201 - 09/2024) 6" 8"8" "A" ELEVATION DETAIL "A" 30' MAX HORIZONTAL (RUN)60" MINIMUM LANDING 60" MINIMUM LANDING 2' - 6 " MA X RI S E 4" 34 " - 3 8 " 1'-0" 1'-0" 34 " - 3 8 " 36" CLEAR (MIN) 1-1/2" MIN WALL MOUNT SPACING NOTES: 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION DIMENSION OF 2.25". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN NO BOTTOM RAIL IS PROVIDED. 3" MI N 1' - 0 " 8" SQUARE VA R I E S 2.08% MAX SLOPE SEE NOTE 4HANDRAIL SET PIPE IN CONC FOOTING HANDRAIL TYPICAL ADA RAMP AND HANDRAIL NOT TO SCALE (FL-S030501 - 09/2024) BOTTOM RAIL NOTES: 1.ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. 2.LEVEL LANDING AT TOP OF RAMP TO BE 4' DEEP IF NO CHANGE IN DIRECTION, OR 5'X5' MINIMUM IF A CHANGE IN DIRECTION OCCURS. TRUNCATED DOME PATTERN EDGE OF CURB SEE NOTE 2 4' M I N 4' MI N TRUNCATED DOME PATTERN MAX 1:12 SLOPE FLUSH CURB SEE SITE PLAN FOR DIMENSION MAX 2% IN ANY DIRECTION AT LANDING SEE NOTE 2 FDOT INDEX 522-022 - ADA ACCESSIBLE RAMP NOT TO SCALE (BE-X010101 - MM/YYYY) SLOPE 12:1 MAX SLOPE 12:1 MAX 5' MIN MAX 1:12 SLOPE BOLLARD MOUNTED ADA PARKING SIGN NOT TO SCALE (FL-S060101 - 09/2024) NOTES: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE 1'-6" 6" 2' - 0 " 3' - 0 " 7' - 0 " T O B O T T O M O F LO W E S T R E Q U I R E D S I G N 12" 18 " 4' - 6 " 2' - 0 " 1' - 0 " 1'-8" MIN.1.SEE SITE PLAN FOR LOCATION(S). NOTE: CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 8" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. CONCRETE PIPE BOLLARD NOT TO SCALE (MS-S070101 - 06/2023) NOTES: 1.ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH ADDITIONAL GRAVEL BASE. 2.DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 3.THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 4.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS SHALL BE RECESSED 1 4" FROM THE FRONT FACE AND TOP OF THE CURB. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 5.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 6.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 7.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 1.5% (2% MAX.) SLOPE (TYP.) 5" 6" (SEE SITE PLAN) 10" 18 " 6" SEE PAVEMENT DETAIL 4,500 PSI AIR ENTRAINED CONC. @ 28 DAYS (BROOM FINISH) 6" X 6" W2.9 X W2.9" W.W.F. COMPACTED SUBGRADE MATERIAL COMPACTED GRAVEL BASE TACK COAT 1 1 2. 5 " MONOLITHIC CURB AND SIDEWALK NOT TO SCALE (BE-S030201 - 06/2024) 1.5" TYPE SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE LIMEROCK BASE 6" LIMEROCK BASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX. DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR 12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER ASTM D-1557 MODIFIED PROCTOR AND MEET SPEC. REQUIREMENTS FOR TYPE B AND TYPE C STABILIZED SUBGRADE BY FDOT STANDARDS COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE (FL-S010101 - 09/2024) 2" TYP SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE LIMEROCK BASE 8" LIMEROCKBASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX. DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR 12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER AASHTO T-180 MODIFIED PROCTOR AND MEET SPEC. REQUIREMENTS FOR TYPE B AND TYPE C STABILIZED SUBGRADE BY FDOT STANDARDS. COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE (FL-S010101 - 09/2024) 4' MIN (SEE SITE PLAN) 2" NOTE: 1.CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2.FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 6.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED, 6x6 - w2.9 x w2.9 W.W.F. COMPACTED SUBGRADE PLAN 5' W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK NOT TO SCALE (BE-S030202 - 06/2024) 67 6 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 2 - D R A I N A G E D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-902 DRAINAGE DETAILS CONTROL STRUCTURE DETAIL CS-A N.T.S. 2" ASPHALT PAVEMENT AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE (MARAFI 160N) 3/4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE (CONTRACTOR TO PROVIDE SHOP DRAWING FOR ANGULAR STONE WITH 40% VOID RATIO PRIOR TO CONSTRUCTION.) SC-310 CHAMBER NO COMPACTION REQUIRED. NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A 95% MIN. MODIFIED PROCTOR MAX. DENSITY PER AASHTO T-180. SC-310 END CAP 34"12" MIN. 28 " 6" 16 " 6" 16 " M I N STORMTECH SC-310 CHAMBER DETAIL N.T.S. 8" BASE NO SPACING REQUIRED BETWEEN CHAMBERS EL. 42.23 EL. 41.73 34"12" EL. 40.4 EL. 39.9 SHWT 38.9 TOP OF PAVEMENT 1' 6" 16 " 6" STORMTECH CHAMBER AREA 'A' N.T.S. VARIES N.T.S. CULVERT OUTFALL ROCK PAD 6-8" THICKNESS 6' 3' PLAN 2" TO 8" (AVG. 6") DIA. WELL GRADED RIP RAP DISCHARGE PIPE SECTION 1 SECTION B-B 4'-0" 5'-0" (PRECAST) 12"12" INFLOW PIPE INV. 38.00' (FROM DETENTION AREA) OUTFALL PIPE INV. 38.00' RIM EL.=43.50 INFLOWOUTFALL 1/8" THICK ALUMINUM OIL & GREASE SKIMMER ANCHORED W/ 1/2" S.S. ANCHOR BOLTS 3,000 P.S.I. CONCRETE WALL (#4 BARS @ 12" CENTERS, BOTH WAYS) 6" A NOT TO SCALE NOTE: STRUCTURE TO HAVE PAVED INVERTS TO PREVENT IMPOUNDED WATER. A WEIR EL. 41.20' 4'-0" SECTION A-A NOT TO SCALE 5'-0" (PRECAST) WEIR 1 EL. = 43.00 ' EL. = 42.50 ' N.T.S RIM EL. 43.50 WEIR 1 EL. 41.20' STRUCTURE BTM. EL. 37.00' STRUCTURE BTM. EL. 37.00' SKIMMER BTM. EL. 39.50' SKIMMER TOP EL. 42.50' EL. 42.23 EL. 41.73 34"12" EL. 40.4 EL. 39.9 SHWT 38.9 TOP OF PAVEMENT 1' 6" 16 " 6" WATER LINE CLEARANCE DETAIL N.T.S. VARIES 12 " 12" PIPE BETWEEN ADS CHAMBER SYSTEMS PROPOSED 8" WATER LINE MINIMUM 1' CLEARANCE BETWEEN STORM PIPE AND WATER LINE 2 2 67 7 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 3 - D R A I N A G E D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-903 DRAINAGE DEATILS PROJECT INFORMATION ENGINEERED PRODUCT MANAGER ADS SALES REP PROJECT NO.Advanced Drainage Systems, Inc. SUTTON CROSSINGS WINTER SPRINGS, FL, USA SC-310 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-310. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE OR POLYETHYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: · THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. · THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. · THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM 1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: · STONESHOOTER LOCATED OFF THE CHAMBER BED. · BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. · BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: · NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. · NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". · WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ©2024 ADS, INC. 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m DA T E D R W C H K DE S C R I P T I O N DA T E : PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS MATERIAL LOCATION D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. B A EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. DESCRIPTION ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO MATERIAL CLASSIFICATIONS N/A AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 COMPACTION / DENSITY REQUIREMENT PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) D C B A 12" (300 mm) MIN SC-310 END CAP SUBGRADE SOILS (SEE NOTE 4) 6" (150 mm) MIN 34" (865 mm) *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 6" (150 mm) MIN 8'18" (450 mm) MIN* 16" (405 mm)**THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) TYP (2.4 m) MAX NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 5 OF 8 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m DA T E D R W C H K DE S C R I P T I O N DA T E : PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . INSTALL FLAMP ON 12" (300 mm) ACCESS PIPE PART#: SC31012RAMP STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES OPTIONAL INSPECTION PORT SC-310 CHAMBER ELEVATED BYPASS MANIFOLD SC-310 END CAP SUMP DEPTH TBD BY SITE DESIGN ENGINEER NYLOPLAST (24" [600 mm] MIN RECOMMENDED) 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC310ECEZ SC-310 ISOLATOR ROW PLUS DETAIL NTS ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SHEET 6 OF 8 SC-310 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 15.6"16.0" (396 mm) 9.9" (251 mm) 34.0" (864 mm) (406 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE* WEIGHT 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) 14.7 CUBIC FEET (0.42 m³) 31.0 CUBIC FEET 35.0 lbs. *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS A A (0.88 m³) (16.8 kg) B C PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE CORED END CAPS END WITH "PC" PART # SC310EPE06T / SC310EPE06TPC SC310EPE06B / SC310EPE06BPC SC310EPE08T / SC310EPE08TPC SC310EPE08B / SC310EPE08BPC SC310EPE10T / SC310EPE10TPC SC310EPE10B / SC310EPE10BPC SC310ECEZ* STUB 6" (150 mm) 8" (200 mm) 10" (250 mm) 12" (300 mm) A 9.6" (244 mm) 11.9" (302 mm) 12.7" (323 mm) 13.5" (343 mm) B 5.8" (147 mm) --- 3.5" (89 mm) --- 1.4" (36 mm) --- --- C --- 0.5" (13 mm) --- 0.6" (15 mm) --- 0.7" (18 mm) 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310ECEZ THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NYLOPLAST DRAIN BASIN NTS INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)A 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% NOTES 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6. TO ORDER CALL: 800-821-6710 A 8" (200 mm) 10" (250 mm) 12" (300 mm) 15" (375 mm) 18" (450 mm) 24" (600 mm) 30" (750 mm) PART # 2808AG 2810AG 2812AG 2815AG 2818AG 2824AG 2830AG GRATE/SOLID COVER OPTIONS PEDESTRIAN LIGHT DUTY PEDESTRIAN LIGHT DUTY PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-20 STANDARD LIGHT DUTY STANDARD LIGHT DUTY STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 SOLID LIGHT DUTY SOLID LIGHT DUTY SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SHEET 8 OF 8 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 Ny l o p l a s t 77 0 - 9 3 2 - 2 4 4 3 | W W W . N Y L O P L A S T - U S . C O M ® DA T E : DA T E D R W C H K DE S C R I P T I O N PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . OPERATION AND MAINTENANCE PLAN FOR STORMTECH CHAMBER 67 8 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 4 - U T I L I T Y D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-904 CITY OF WINTER SPRINGS UTILITY DETAILS POTABLE WATER SERVICE SINGLE "DOWNSTREAM" LOT LINE AS REQUIRED "Y" BRANCH WITH SPUR 30° CURVE 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. 3' MIN. GROUND LEVEL 6" MINIMUM NOTE: SEWER MAIN SIZE VARIES SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE 5' M A X 3' M I N 67 9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 5 - U T I L I T Y D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-905 CITY OF WINTER SPRINGS UTILITY DETAILS 68 0 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 6 - U T I L I T Y D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-906 CITY OF WINTER SPRINGS UTILITY DETAILS NOTES: 1.BY-PASS METER ASSEMBLY SHALL BE REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 2.THREE (3) INCH DIAMETER AND GREATER METER AND BACKFLOW ASSEMBLIES SHALL MEET REQUIREMENTS SET BY SEMINOLE COUNTY CROSS-CONNECTION CONTROL ORDINANCE 270.11, OR LATEST EDITION. 3.THE OWNER/CUSTOMER, AT HIS OR HER OWN EXPENSE, SHALL INSTALL, OPERATE, TEST, AND MAINTAIN APPROVED BACKFLOW PREVENTION ASSEMBLIES, AS DIRECTED BY SEMINOLE COUNTY ENVIRONMENTAL SERVICES. 4.ALL PIPE AND FITTINGS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 5.THREE (3) INCH DIAMETER AND GREATER ABOVE GRADE PIPE AND FITTINGS SHALL BE FLANGED DUCTILE IRON WITH 316 S.S. HARDWARE. BELOW GRADE FITTINGS SHALL BE RESTRAINED MECHANICAL JOINTS. 6.THREE (3) INCH DIAMETER AND GREATER FIRE LINES SHALL BE DUCTILE IRON PIPE FROM THE CONNECTION TO THE MAIN TO THE ASSEMBLE IF BOTH ARE LOCATED ON THE SAME SIDE OF THE STREET. 7.THE CHECK VALVE ASSEMBLY, VALVES, PIPING, BYPASS METER AND DOUBLE CHECK SHALL BE COATED IN ACCORDANCE TO THE SEMINOLE COUNTY UTILITY ENGINEERING MANUAL.. 8.BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE-INSTALLATION. 9.POST INDICATOR VALVE SHALL BE INSTALLED UPSTREAM OF DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND DOWNSTREAM OF ALL OTHER POTABLE WATER CONNECTIONS. 10.CONCRETE PAD SHALL EXTEND 18 INCHES OUT FROM OUTSIDE EDGE OF ABOVE GRADE PIPING, ALL AROUND, AND SHALL BE A CONTINUOUS MONOLITHIC POUR, REINFORCED WITH 6"x6" W1.4xW1.4 WWF OR FIBER-MESH. 11.TAMPER SWITCHES SHALL BE INSTALLED PER AND INSPECTED BY FIRE DEPARTMENT. ABOVE GRADE VALVES SHALL BE RESILIENT WEDGE, NON-RISING STEM, OS & Y GATE VALVES UNLESS OTHERWISE SPECIFIED 1/2" EXPANSION JOINT FILLER MATERIAL IN ANNULAR SPACE BETWEEN PIPE AND SLAB (TYP) 90° BEND OR TEE SECTION PLAN BYPASS LINE WITH WATER METER FOR 3" OR LARGER ASSEMBLIES PROVIDE ADJUSTABLE PIPE SUPPORTS, REF. DETAIL 113 DOUBLE CHECK ASSEMBLY12 " T O 18 " 36 " M I N CO V E R POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 18 " M I N 18" MIN 18 " M I N 18" MIN BYPASS LINE WITH WATER METER DOUBLE CHECK ASSEMBLY 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TO MEET FIRE DEPARTMENT STANDARDS TO MEET ENVIRONMENTAL SERVICES STANDARDS POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 36" MAX LOCATE WIRE, RUN UP PIPE MIN. 1' PAST SLAB FREEZE RELIEF VALVE INSTALLED PER FIRE DEPARTMENT REQUIREMENTS FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION DOUBLE DETECTOR CHECK VALVE ASSEMBLY POTABLE & RECLAIM MAIN WET TAP 05/18/21 204 DATE: FIGURE: SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION 05/18/21 204 PLAN STAINLESS STEEL TAPPING SLEEVE NEW POTABLE OR RECLAIMED MAIN RESTRAINED MECHANICAL JOINT SECTION STAINLESS STEEL TAPPING SLEEVE EXISTING POTABLE OR RECLAIMED MAIN #10 COPPER WIRE (CONTINUOUS) LOCATING TAPE RESILIENT WEDGE TAPPING VALVE NPT TESTING PORT W/ PLUG NEW POTABLE OR RECLAIMED MAIN RESTRAINED MECHANICAL JOINT 6" FDOT #57 STONE BEDDING BOX SHALL REST ON BEDDING AND NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON NUT VALVE BOX, REF. DETAIL 112 COLOR CODED MARKER BALL GRADE NPT TESTING PORT W/ PLUG EXISTING POTABLE OR RECLAIMED MAIN RESILIENT WEDGE TAPPING VALVE NOTES: 1.THIS DETAIL IS INCOMPLETE WITHOUT ACCOMPANYING DETAIL 111 AND 112. 2.TAPPING SLEEVE AND VALVE SHALL BE INSTALLED AND TESTED UNDER WITNESS OF A REPRESENTATIVE FROM SEMINOLE COUNTY UTILITY ENGINEERING DIVISION. 3.TAPPING SLEEVE SHALL BE INSTALLED TO EXISTING MAIN PER MANUFACTURES INSTRUCTIONS, ALL HARDWARE TO BE TORQUED TO MANUFACTURES SPECIFICATIONS. 4.TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED IN ACCORDANCE TO THE UTILITY ENGINEERING MANUAL (150 PSI FOR 15 MINUTES FOR POTABLE AND RECLAIM WATER MAINS) PRIOR TO TAPPING EXISTING MAIN. 5.VALVE EXTENSION STEM REQUIRED IF TOP OF VALVE OPERATING NUT IS GREATER THAN 3' FROM FINISHED GRADE. 6.REF. STANDARD DETAIL 109 - PIPE MATERIAL LOCATION FOR FULL MATERIAL LOCATION REQUIREMENTS. TAPPING SLEEVE TO BE A MINIMUM OF 3' FROM EXISTING BELL JOINTS, FITTINGS, OR VALVES. DATE: FIGURE: 05/18/21 204 DATE: FIGURE: SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION EXISTING ROADWAY OPEN CUT 05/18/21 102 NOTES: 1.MILL AND RESURFACING REQUIREMENTS PER SEMINOLE COUNTY PUBLIC WORKS REQUIREMENTS OR WHICH EVER GOVERNING MUNICIPALITY. 2.BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER AASHTO T-180 MODIFIED PROCTER. 3.BASE MATERIALS SHALL BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. 4.PARTIAL LANE REPLACEMENT SHALL HAVE FULL LANE WIDTH MILLED AND RESURFACED. 5.REF. DETAIL 104 FOR PIPE RESTRAINT REQUIREMENTS. 12"VARIES 12" TRENCH WIDTH (W)1.5'1.5' TRENCH WIDTH (W) + 4' SURFACE REPLACEMENT 2T 12 " M I N 3' M I N MILL AND RESURFACE (SEE NOTE 1) REPLACEMENT BASE MATERIAL SHALL BE LIMEROCK OR PUG MIX TRENCH WALL UTILITY PIPE SURFACE REPLACEMENT SHALL BE CONSISTENT WITH EXISTING MATERIAL AND OF EQUAL THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL THICKNESS. ALL JOINTS SHALL BE MECHANICALLY SAW-CUT EXISTING ASPHALTIC CONCRETE SURFACE TH I C K N E S S O F E X I S T I N G AS P H A L T A N D B A S E ( T ) REF. DETAIL 101 FOR APPROPRIATE BEDDING TYPE COMPACTED BACKFILL (SEE NOTE 2) 68 1 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 7 - F D O T S T A N D A R D D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, 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. C-907 FDOT STANDARD DETAILS 68 2 TRAFFIC IMPACT ANALYSIS ACE HARDWARE DEVELOPMENT WINTER SPRINGS, SEMINOLE COUNTY Prepared for: McMillan Ace Hardware 5040 W State Road 46, Sanford, FL 32771 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 407-628-9955 September 2023 TPD № 5824 683 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning and Design, Inc., a corporation authorized to operate as an engineering business, EB-3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Ace Hardware Development LOCATION: Winter Spring, Seminole County CLIENT: McMillian Ace Hardware I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut Dervish P.E. No.: 20400 DATE: September 26, 2023 SIGNATURE: 684 TABLE OF CONTENTS Page INTRODUCTION .......................................................................................................................... 1  EXISTING TRAFFIC CONDITIONS ............................................................................................. 4  Analysis of Daily Traffic Conditions  Analysis of Peak Hour Traffic Conditions  PROPOSED DEVELOPMENT AND TRIP GENERATION .......................................................... 8  Trip Generation  Trip Distribution and Assignment  PROJECTED TRAFFIC CONDITIONS ...................................................................................... 11  Analysis of Daily Traffic Conditions  Analysis of Peak Hour Traffic Conditions  CONCLUSIONS ......................................................................................................................... 18  APPENDICES ............................................................................................................................. 19  A Study Methodology  B Traffic Data and Roadway Concurrency Information  C Existing Intersection Counts and FDOT Seasonal Factors  D Existing HCS Capacity Worksheets  E Projected HCS Capacity Worksheets  685 LIST OF TABLES Page Table 1 Existing Roadway Conditions Analysis ............................................................................ 4  Table 2 Existing Intersection LOS Analysis .................................................................................. 5  Table 3 Trip Generation Summary ............................................................................................... 8  Table 4 Future Roadway Conditions Analysis ............................................................................ 11  Table 5 Projected Intersection LOS Analysis .............................................................................. 17  LIST OF FIGURES Page Figure 1 Site Location ................................................................................................................. 2  Figure 2 Site Plan ...................................................................................................................... 3  Figure 3 Existing A.M. Peak Hour Traffic Volumes .................................................................... 6 Figure 4 Existing P.M. Peak Hour Traffic Volumes .................................................................... 6 Figure 5 Project Trip Distribution and Assignment .................................................................... 10  Figure 6 Projected A.M. Peak Hour Traffic Volumes ................................................................. 12  Figure 7 Projected A.M. Peak Hour Traffic Volumes………………………………...……………..13 Figure 8 Projected P.M. Peak Hour Traffic Volumes ................................................................. 14  Figure 9 Projected P.M. Peak Hour Traffic Volumes………………………………...……………..15 686 Ace Hardware Development Project № 5824 Page 1 INTRODUCTION This analysis was conducted in order to assess the traffic impact of the proposed Ace Hardware Development in the City of Winter Springs, Seminole County. The development is located in the northeast corner of the Tuskawilla Road and Michael Blake Boulevard intersection. Figure 1 depicts the site location. Access to the site is proposed via three access driveways, a full access connection on Michael Blake Boulevard and right in/right out driveways on Tuskawilla Road and SR 434. Figure 2 depicts the conceptual site plan. The analysis was conducted in accordance with a study methodology submitted and reviewed by Seminole County. The project is in the Seminole County Dense Urban Land Use Area (DULA). As per Seminole County requirements, the classified roadways within the one-mile sphere of influence (or impact area) and major intersections within a quarter mile from the site were included in the traffic analysis. The study methodology and related correspondence are included in Appendix A. Data used in the analysis consisted of site plan and development information provided by the Project Engineers, daily traffic volume data obtained from Seminole County, and A.M. & P.M. peak hour intersection counts made by Traffic Planning and Design, Inc. (TPD) personnel. 687 Pa g e 2 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Si t e L o c a t i o n Si t e Fi g u r e 1 688 Fi g u r e 2 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Co n c e p t P l a n Pa g e 3 689 Ace Hardware Development Project № 5824 Page 4 EXISTING TRAFFIC CONDITIONS Existing traffic conditions were analyzed using daily traffic volumes for the study roadways and A.M. & P.M. peak hour traffic volumes for the study intersections. The roadway analysis consisted of a generalized capacity analysis with the existing traffic volumes and the available capacity. The intersection analysis was conducted as per the procedures of the Highway Capacity Manual. Pertinent roadway segment data sheets showing the existing and committed trips along with the corresponding segment capacities are included in Appendix B. Analysis of Daily Traffic Conditions A roadway segment analysis was performed for the study roadway segments by comparing the daily traffic volume of each segment with the corresponding capacity of the segment. Table 1 shows each of the roadway segments along with their number of lanes, adopted daily LOS/capacities, existing traffic volumes, available capacities, and existing Levels of Service (LOS). The results of the analysis indicate that the roadway segments currently operate satisfactorily with excess traffic capacity available. Table 1 Existing Roadway Conditions Analysis Seg # Roadway Segment Lanes Daily Capacity Existing Daily Traffic Committed Trips Available Capacity LOS Tuscawilla Road 326 SR 434 to Trotwood Blvd 4L 42,560 21,241 0 21,319 C 327 Trotwood Blvd to Winter Springs Blvd 4L 42,560 20,748 8 21,804 C SR 434 296 Springs Ave to Tuskawilla Rd 4L 48,000 27,610 293 20,097 C 297 Tuskawilla Rd to SR 419 4L 48,000 36,344 0 11,656 C 690 Ace Hardware Development Project № 5824 Page 5 Analysis of Peak Hour Traffic Conditions A capacity analysis was conducted for the A.M. & P.M. peak hour traffic conditions for the study intersections. The analysis was conducted utilizing Highway Capacity Software in accordance with the procedures of the Highway Capacity Manual. Existing traffic consisting of turning movement counts are included in Appendix C along with the FDOT Peak Season Factor report. The traffic counts were made on September 12, 2023, when the FDOT seasonal factor for Seminole County was 1.04 and therefore the counts were adjusted. The existing peak hour traffic volumes are shown in Figures 3 and 4. The intersection capacity analysis results are summarized in Table 2 and indicate that the study intersections are currently operating at satisfactory Levels of Service except for the southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour and the westbound movement at the intersection of SR 434 & Michael Blake Boulevard during the A.M. and P.M. peak hours. Detailed capacity analysis worksheets are included in Appendix D. Table 2 Existing Intersection LOS Analysis Intersection Time Period Control EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Tuskawilla Rd & Trotwood Blvd A.M. Signal 38.8 D 52.3 D 15.9 B 15.0 B 21.6 C P.M 43.9 D 47.2 D 13.2 B 14.7 B 18.3 B Tuskawilla Rd & Michael Blake Blvd A.M. Stop 10.6 B 20.2 C 0.0 A 0.3 A -- -- P.M. 12.1 B 26.6 D 0.0 A 0.6 A -- -- SR 434 & Tuskawilla Rd A.M. Signal 33.8 C 39.7 D 57.4 E 75.7 E 42.8 D P.M. 44.4 D 49.4 D 73.6 E 99.1 F 54.8 D SR 434 & Michael Blake Blvd A.M. Stop 16.3 C 181.8 F 0.3 A 1.0 A -- -- P.M. 41.2 E 199.4 F 0.4 A 1.8 A -- -- SR 434 & Bear Springs Dr/McLeod Way A.M. Signal 9.1 A 13.7 B 64.8 E 70.0 E 14.5 B P.M. 11.3 B 13.0 B 65.3 E 69.9 E 14.4 B SR 434 & Central Winds Dr/Heritage Park St A.M. Signal 31.8 C 54.7 D 70.8 E 77.9 E 48.4 D P.M. 26.6 C 32.8 C 75.7 E 81.3 F 33.8 C 691 Fi g u r e 3 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Ex i s t i n g A . M . P e a k H o u r Tu r n i n g M o v e m e n t s Mi c h a e l B l a k e B l v d 7 1,018 74 6 1 35 1,166 74 8 1 9 1 3 9 2 3 7 0 SR 434 43 1 72 19 1 18 8 6 1 , 6 2 1 1 0 1 9 0 2 7 1, 2 5 2 2 Mcleods Way S R 4 3 4 191 15 159 43 15 57 1 9 9 1 , 3 5 7 4 3 2 0 8 1 , 1 4 3 45 Central Wind Dr S R 4 3 4 29 43 46 621 58 167 6 1 , 1 4 5 1 5 2 11 1 2 2 7 89 3 40 0 S R 4 3 4 2 695 10 8 0 0 753 57 1 4 0 4 4 0 0 1 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 62 654 37 0 1 16 701 10 1 2 8 5 6 1 1 0 3 6 70 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Pa g e 6 692 Fi g u r e 4 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Ex i s t i n g P . M . P e a k H o u r Tu r n i n g M o v e m e n t s Mi c h a e l B l a k e B l v d 18 1,220 86 31 0 44 1,260 111 5 3 4 7 3 1 0 1 0 9 9 SR 434 37 1 72 11 3 21 1 2 2 1 , 5 2 9 1 0 1 9 3 8 9 1, 7 1 8 1 5 Mcleods Way S R 4 3 4 147 6 98 23 2 58 1 9 9 1 , 3 3 7 5 4 2 1 8 1 , 6 7 6 31 Central Wind Dr S R 4 3 4 30 110 87 626 115 136 2 8 1 , 1 1 5 1 8 3 9 3 6 5 3 1 , 0 8 9 69 2 S R 4 3 4 0 1,006 19 24 0 0 861 85 4 0 3 0 0 0 0 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 79 879 86 0 1 79 701 10 8 5 7 7 0 56 11 55 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Pa g e 7 693 Ace Hardware Development Project № 5824 Page 8 PROPOSED DEVELOPMENT AND TRIP GENERATION The proposed development will consist of a 10,000 square foot Day Care facility, 23,586 square foot strip retail center with Ace Hardware as the anchor tenant, three fast food restaurants with drive through windows totaling 9,000 square feet and two stand-alone high-turnover (sit-down) restaurants totaling 9,500 square feet. To determine the impact of this development in the area, an analysis of its trip generation characteristics was made. This included the determination of the trips to be generated and the distribution/ assignment of these trips to the area roadways. Trip Generation The trip generation of the proposed development was calculated using rates provided by the 11th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. The results of the trip generation calculation are summarized in Table 3 and ITE trip generation sheets are included in the Study Methodology, in Appendix A. As shown in the table, the proposed development will generate 3,354 net new daily trips, of which 293 will occur during the A.M. peak hour and 285 will occur during the P.M. peak hour. Table 3 Trip Generation Summary ITE Code Land Use Size (KSF)1 Daily A.M. Peak Hour P.M. Peak Hour Rate2 Trips Rate2 Enter Exit Total Rate2 Enter Exit Total 565 Day Care 10.00 4.09 41 0.78 4 4 8 0.79 4 4 8 822 Strip Retail Plaza (<40K) 23.586 51.94 1,225 2.36 33 23 56 6.59 78 77 155 934 Fast Food w/Drive Through (3 sites) 9.00 467.48 4,207 44.61 205 196 401 33.03 155 142 297 932 High Turnover (Sit-Down) Restaurant (2 stand-alone sites) 9.50 107.20 1,018 9.57 50 41 91 9.05 52 34 86 Sub-Total 6,491 --- 292 264 556 --- 289 257 546 Retail Pass-by (40%)2 490 --- 13 9 22 --- 31 31 62 Fast Food Pass-by (AM=50%, PM=55%, Daily=52.5%)2 2,209 --- 103 98 201 --- 85 78 163 High Turnover Restaurant Pass-by (43%)2 438 --- 22 18 40 --- 22 14 36 Total Net New Trips 3,354 --- 154 139 293 --- 151 134 285 1KSF=1,000 sq. ft. 2Equation utilized when R2 >0.75 3Pass-by rates obtained from ITE’s Trip Generation Manual, 11th Edition, LUC 821 694 Ace Hardware Development Project № 5824 Page 9 Trip Distribution and Assignment A distribution pattern will be determined with the use of the 2030 Central Florida Regional Planning Model (CFRPM v7). The model was revised to add a traffic zone representing the project and its proposed development. Subsequently, the model was run with a Select Zone Analysis which produced a trip distribution for the project trips. Figure 5 depicts the trip distribution on the area roadways. The model distribution plot is included in the study methodology, in Appendix A. 695 Fi g u r e 5 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Tr i p D i s t r i b u t i o n 1% 32 % 31 % 30 % 37 % Si t e Pa g e 1 0 696 Ace Hardware Development Project № 5824 Page 11 PROJECTED TRAFFIC CONDITIONS Projected traffic conditions were analyzed using daily traffic volumes for the study roadways and A.M. & P.M. peak hour traffic volumes for the study intersections. The roadway analysis consisted of a generalized capacity analysis with the projected traffic consisting of background traffic and project trips. The intersection analysis was conducted as per the procedures of the Highway Capacity Manual. Background traffic consisting of existing traffic and committed trips was provided by Seminole County. Analysis of Daily Traffic Conditions A roadway segment analysis was performed for the study roadway segments by comparing the total daily traffic volume of each segment with the corresponding capacity of the segment. The roadway segment analysis is summarized in Table 4. The table shows each of the road segments along with their number of lanes, adopted daily LOS/capacities, projected traffic volumes and resultant Levels of Service. The results of the analysis indicate that the impacted road segments are projected to operate similar to existing conditions with excess traffic capacity available. Table 4 Future Roadway Conditions Analysis Seg # Roadway Segment Lns Daily Capacity Background Daily Traffic Project Daily Trips Total Daily Volume Available Capacity LOS Existing Committed1 %2 Volume Tuscawilla Road 326 SR 434 to Trotwood Blvd 4L 42,560 21,241 4251 37% 1,241 22,907 19,653 C 327 Trotwood Blvd to Winter Springs Blvd 4L 42,560 20,748 8 33% 1,107 21,863 20,697 C SR 434 296 Springs Ave to Tuskawilla Rd 4L 48,000 27,610 293 32% 1,073 28,976 19,024 C 297 Tuskawilla Rd to SR 419 4L 48,000 36,344 7271 30% 1,006 38,077 9,923 C 12% of existing traffic volume added when no committee trip were originally assigned 2Highest Percentage on the Segment Analysis of Peak Hour Traffic Conditions The peak hour traffic conditions at the study intersections were estimated by adding the project trips to existing traffic and committed trips. Daily committed trips were converted to peak hour directional trips using an A.M. and P.M. K=0.091 factors, and an A.M. and P.M. D=0.568 factor. These trips were assigned to the intersections based upon the existing traffic patterns at the intersections. The projected A.M. peak hour traffic volumes are shown in Figures 6 and 7 and the projected P.M. peak hour traffic volumes are shown in Figures 8 and 9. 697 Fi g u r e 6 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Pr o j e c t e d A . M . P e a k H o u r Tu r n i n g M o v e m e n t s Pa g e 1 2 Mi c h a e l B l a k e B l v d 7 1,018+{22}+(31)=1,071 74 6+(4)=10 1 35+(44)=79 1,166+{26}+(5)=1,197 74 8 1 9 1 3 9 2 3 7 0 + ( 1 3 ) = 8 3 SR 434 43 1 72 19 1 18 86 1, 6 2 1 + { 1 5 } + (4 2 ) = 1 , 6 7 8 10 19 0 2 7 1 , 2 5 2 + { 1 2 } + (4 6 ) = 1 , 3 1 0 2 Mcleods Way S R 4 3 4 191 15 159 43 15 57 1 9 9 1 , 3 5 7 + { 1 5 } + (4 0 ) = 1 , 4 1 2 4 3 20 8 1 , 1 4 3 + { 1 2 } + (4 4 ) = 1 , 1 9 9 4 5 Central Wind Dr S R 4 3 4 29 43 46+(2)=48 621+{13}+ (38)=672 58+(2)=60 167+{3}=170 6 1 , 1 4 5 + { 2 6 } + ( 4 ) = 1 , 1 7 5 1 5 2 11 + ( 5 ) = 1 6 1 2 2 7 89 3 + { 1 2 } + (2 8 ) = 9 3 3 4 0 0 + ( 1 8 ) = 4 1 8 S R 4 3 4 2 695+{12}=707 10+(18)=28 8 0 0 753+{16}+ (51)=820 57+(6)=63 1 4 0 4 4 + ( 5 1 ) = 9 5 0 0 1 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 62 654+{12}+ (46)=712 37 0 1 16 701+(51)=752 10 1 2 8 5 6 1 1 0 3 6 70 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c 698 Fi g u r e 7 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Pr o j e c t e d A . M . P e a k H o u r Tu r n i n g M o v e m e n t s We s t S i t e D / W [5]+(51)=56 [6]+(13)=19 [5 ] + ( 4 4 ) = 4 9 5 8 - [ 5 ] = 5 3 [ 6 ] + ( 2 4 ) = 3 0 6 7 - [ 6 ] = 6 1 South Site D/W [8 4 ] + ( 3 5 ) = 1 0 9 1 3 1 4 + { 2 6 } + ( 9 ) = 1 , 3 4 0 , 1,1 1 7 + { 2 2 } - [ 8 3 ] = 1 , 0 5 6 [8 3 ] + ( 3 5 ) = 1 1 8 SR 4 3 4 595+{12}+(18) = 6 2 5 775+{16}-[44]= 7 4 7 [44]+(51)=95 [4 0 ] + ( 4 0 ) = 8 0 Mi c h a e l B l a k e B l v d Tuskawilla Rd E a s t S i t e D / W Pa g e 1 3 Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c 699 Fi g u r e 8 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Pr o j e c t e d P . M . P e a k H o u r Tu r n i n g M o v e m e n t s Pa g e 1 4 Mi c h a e l B l a k e B l v d 18 1,220+{26}+(30)=1,276 86 31+(4)=35 0 44+(43)=87 1,260+{27}+(5)=1,292 111 5 3 4 7 3 1 0 1 0 99 + ( 1 3 ) = 1 1 2 SR 434 37 1 72 11 3 21 1 2 2 1 , 5 2 9 + { 1 2 } + (4 0 ) = 1 , 5 6 9 1 0 1 9 3 8 9 1 , 7 1 8 + { 1 5 ] + (4 5 ) = 1 , 7 7 8 1 5 Mcleods Way S R 4 3 4 147 6 98 23 2 58 1 9 9 1 , 3 3 7 + { 1 2 } + (3 8 ) = 1 , 3 7 5 5 4 2 1 8 1 , 6 7 6 + { 1 5 } + (4 3 ) = 1 , 7 3 4 3 1 Central Wind Dr S R 4 3 4 30 110 87+92)=89 626+{17}+ (36)=679 115+(1)=116 136+{3}=139 2 8 1 , 1 1 5 + { 2 7 } + ( 4 ) = 1 , 1 4 6 1 8 3 9 + ( 5 ) = 1 4 3 6 5 3 1 , 0 8 9 + { 1 5 } + (2 7 ) = 1 , 1 3 1 6 9 2 + ( 1 8 ) = 7 1 0 S R 4 3 4 0 1,006+{12}=1,027 19+(18)=37 24 0 0 861+{20}+ (50)=931 85+(6)=91 4 0 3 0 + ( 5 0 ) = 8 0 0 0 0 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 79 879+{21}+ (44)=944 86 0 1 79 701+{20}+ (50)=771 10 8 5 7 7 0 56 11 55 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c 700 Fi g u r e 7 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Pr o j e c t e d P . M . P e a k H o u r Tu r n i n g M o v e m e n t s Pa g e 1 5 We s t S i t e D / W [3]+(50)=53 [10]+(13)=23 [3 ] + ( 4 3 ) = 4 6 3 4 - [ 3 ] = 3 1 [ 1 0 ] + ( 2 4 ) = 3 4 1 0 4 - [ 1 0 ] = 9 4 South Site D/W [7 1 ] + ( 3 4 ) = 1 0 5 1 3 3 5 + { 2 7 } + ( 9 ) = 1 , 3 7 1 , 1,3 2 1 + { 2 6 } - [ 8 1 ] = 1 , 2 6 6 [8 1 ] + ( 3 4 ) = 1 1 5 SR 4 3 4 1,049+{21}+(18 ) = 1 , 0 8 8 946+{20}-[44]= 9 2 2 [44]+(50)=94 [3 9 ] + ( 3 7 ) = 7 6 Mi c h a e l B l a k e B l v d Tuskawilla Rd E a s t S i t e D / W Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c 701 Ace Hardware Development Project № 5824 Page 16 An analysis of projected peak hour traffic conditions was performed using the Highway Capacity software and procedures of the Highway Capacity Manual for intersections. The analysis was accomplished utilizing existing intersection geometry and traffic controls. The results of the capacity analysis as summarized in Table 5 indicate satisfactory traffic operating conditions (LOS “E” or better) for the study intersections and project driveways except for the following:  The southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour. Similar to existing conditions, this movement is failing, however the volume to capacity (v/c) ratio is less than one, which indicates that there is capacity.  The westbound and eastbound movements at the intersection of SR 434 & Michael Blake Boulevard during the A.M. and P.M. peak hours. Similar to existing conditions, the westbound movement is failing however, the project is not contributing any trips to this movement. The eastbound movement is failing, however the volume to capacity (v/c) ratio is less than one, which indicates that there is capacity.  The southbound movement at the intersection of SR 434 and Central Winds Drive / Heritage Park Street. The southbound movement is failing however, the project is not contributing any trips to this movement. The HCS capacity worksheets are included in Appendix E. 702 Ace Hardware Development Project № 5824 Page 17 Table 5 Projected Intersection LOS Analysis Intersection Time Period Control EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Tuskawilla Rd & Trotwood Blvd A.M. Signal 38.8 D 52.3 D 16.5 B 15.5 B 21.6 C P.M. 43.9 D 47.2 D 13.7 B 15.3 B 18.5 B Tuskawilla Rd & Michael Blake Blvd A.M. Stop 10.7 B 32.1 D 0.0 A 0.5 A -- -- P.M. 12.2 B 47.2 E 0.0 A 0.8 A -- -- SR 434 & Tuskawilla Rd A.M. Signal 36.8 D 42.7 D 56.9 E 75.7 E 45.0 D P.M. 48.4 D 53.3 D 72.8 E 99.4 F 57.6 E SR 434 & Michael Blake Blvd A.M. Stop 18.0 C 328.0 F 0.7 A 1.1 A -- -- P.M. 124.8 F 629.3 F 0.8 A 1.9 A -- -- SR 434 & Bear Springs Dr/McLeod Way A.M. Signal 9.5 A 14.3 B 64.8 E 70.0 E 14.9 B P.M. 11.9 B 13.4 B 65.3 E 69.9 E 14.8 B SR 434 & Central Winds Dr/Heritage Park St A.M. Signal 32.0 C 59.8 E 70.8 E 77.9 E 50.7 D P.M. 27.1 C 33.9 C 75.7 E 81.3 F 34.2 C Michael Blake Blvd & South Site Driveway A.M. Stop 2.6 A -- -- -- -- 9.3 A -- -- P.M. 2.1 A -- -- -- -- 9.3 A -- -- Tuskawilla Rd & West Site Driveway A.M. Stop -- -- 12.6 B -- -- -- -- -- -- P.M. -- -- 13.8 B -- -- -- -- -- -- SR 434 and East Site Driveway A.M. Stop 16.7 C -- -- -- -- -- -- -- -- P.M. 19.7 C -- -- -- -- -- -- -- -- 703 Ace Hardware Development Project № 5824 Page 18 CONCLUSIONS This analysis was undertaken in order to assess the traffic impact of a proposed Ace Hardware Development located in the northeast corner of the intersection of Tuskawilla Road & Michael Blake Boulevard in the City of Winter Springs, Seminole County. The following is a summary of the results:  The proposed development will generate 3,354 net new daily trips, of which 293 will occur during the A.M. peak hour and 285 will occur during the P.M. peak hour. These vehicles were distributed and assigned to the project driveways and area roadways within the development’s one-mile impact area.  The impacted roadways segments were analyzed utilizing projected traffic volumes consisting of existing traffic volumes and project trips plus committed trips provided by Seminole County. The roadway capacity analysis revealed that the impacted roadway segments currently operate satisfactorily within their adopted LOS standards. Similar to existing conditions, the impact roadway segments will continue to operate satisfactorily within their adopted LOS standard with the project trips added during the A.M. and P.M. peak hours.  The intersection capacity analysis conducted in accordance with the procedures of the HCM revealed that the existing study intersections currently operate at satisfactory Levels of Service during the A.M. and P.M. peak hours except for the southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour and the westbound movement at the intersection of SR 434 & Michael Blake Boulevard during the A.M. and P.M. peak hours. Similar to existing conditions, the study intersections will continue to operate at satisfactory Levels of Service with the project trips added during the A.M. and P.M. peak hours except for the southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour,the westbound movement at the intersection of SR 434 & Michael Blake Boulevard during the A.M. and P.M. peak hours, and the southbound movement at the intersection of SR 434 and Central Winds Drive / Heritage Park Street. As reference, the project is contributing no trips to several of these movement and the other movements show that the volume to capacity (v/c) ratio is less than one, which indicates that there is capacity. 704 APPENDICES 705 APPENDIX A Study Methodology 706 1 Jay Davoll From:Rita Merhi Sent:Tuesday, August 29, 2023 10:29 AM To:Jay Davoll Subject:FW: TPD# 5824 Winter Springs Ace Hardware and Future Development     Regards,     Rita Merhi      Traffic Planning and Design, Inc.   535 Versailles Drive  Maitland, Florida  32751  407.628.9955  www.tpdtraffic.com   Traffic Planning | Design | Engineering | Management www.tpdtraffic.com Traffic Planning and Design, Inc. (TPD) is a premiere transportation planning and traffic engineering company that has been extending consultancy services to its ...     From: Nick Tafelsky <ntafelsky@winterspringsfl.org>   Sent: Friday, August 25, 2023 1:13 PM  To: Turgut Dervish <turgut@tpdtraffic.com>  Cc: Rita Merhi <rita@tpdtraffic.com>; Planning <planning@winterspringsfl.org>  Subject: RE: TPD# 5824 Winter Springs Ace Hardware and Future Development     The City does not review methodologies before submittal. Once a project is submitted along with the traffic study, we  will advise if there are any concerns about the methodology used.    Nick Tafelsky, AICP Senior City Planner P: (407) 327-5968 F: (407) 327-4753 A: 1126 East State Road 434 Winter Springs, Florida 32708 707 1 Jay Davoll From:Perez, Arturo <aperez07@seminolecountyfl.gov> Sent:Tuesday, August 29, 2023 5:31 PM To:Rita Merhi Cc:Turgut Dervish; Jay Davoll; Wharton, William Subject:RE: TPD# 5824 Winter Springs Ace Hardware and Future Development Rita,    The requested changes have been satisfactorily made.  The methodology to prepare the TIS is approved.    Stay safe.    Regards,    Arturo        Arturo J. Perez, MSCE, P.E. (FL, GA, CO) Professional Engineer - Transportation Public Works Department | Engineering Division Phone: 407-665-5716 100 East First Street Sanford, FL 32771 aperez07@seminolecountyfl.gov     From: Rita Merhi <rita@tpdtraffic.com>   Sent: Tuesday, August 29, 2023 10:45 AM  To: Perez, Arturo <aperez07@seminolecountyfl.gov>  Cc: Turgut Dervish <turgut@tpdtraffic.com>; Jay Davoll <jay@tpdtraffic.com>  Subject: TPD# 5824 Winter Springs Ace Hardware and Future Development     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 is suspicious  or malicious in nature, please use the Phish Alert Button to report it to the Information Services Security Team or contact  311Support at CSDSupport@seminole  Good morning Arturo,     As you can see from the emails below, the City of Winter Springs is not going to review our proposed methodology.   Attached please find the response to methodology comments and the revised methodology for Ace Hardware.  We will be requesting turning movements count to be collected next week and we will proceed with the traffic study.    Thank you for your assistance.        Regards,     Rita Merhi      708 1 Jay Davoll From:Perez, Arturo <aperez07@seminolecountyfl.gov> Sent:Friday, August 25, 2023 12:01 PM To:Rita Merhi; rgironella@winterspringsfl.org Cc:Turgut Dervish; Jay Davoll; Benjamin Weinberg Subject:RE: TPD# 5824 Winter Springs Ace Hardware and Future Development Attachments:5824 Ace Hardware Winter Springs TIA Methodology_AJP08252023.pdf Follow Up Flag:Follow up Flag Status:Flagged Rita,    The methodology looks good, I just have a few minor edits.  Go ahead and make those changes, anything else Rachel  requires and resubmit.    Regards,    Arturo        Arturo J. Perez, MSCE, P.E. (FL, GA, CO) Professional Engineer - Transportation Public Works Department | Engineering Division Phone: 407-665-5716 100 East First Street Sanford, FL 32771 aperez07@seminolecountyfl.gov     From: Rita Merhi <rita@tpdtraffic.com>   Sent: Monday, August 21, 2023 11:06 AM  To: rgironella@winterspringsfl.org; Perez, Arturo <aperez07@seminolecountyfl.gov>  Cc: Turgut Dervish <turgut@tpdtraffic.com>; Jay Davoll <jay@tpdtraffic.com>; Benjamin Weinberg <ben@weinberg‐ eng.com>  Subject: TPD# 5824 Winter Springs Ace Hardware and Future Development     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 is suspicious  or malicious in nature, please use the Phish Alert Button to report it to the Information Services Security Team or contact  311Support at CSDSupport@seminole  Good morning Rachel & Arturo,     Attached please find our proposed study methodology for Ace Hardware Development in Winter Springs.   Please review and let us know if you have any questions or comments.     Thank you for your assistance.       Regards,  709 2    Rita Merhi      Traffic Planning and Design, Inc.   535 Versailles Drive  Maitland, Florida  32751  407.628.9955  www.tpdtraffic.com   Traffic Planning | Design | Engineering | Management www.tpdtraffic.com Traffic Planning and Design, Inc. (TPD) is a premiere transportation planning and traffic engineering company that has been extending consultancy services to its ...     ****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.****   710 Traffic Planning and Design, Inc. 535 Versailles Drive, Maitland, Florida 32751 ■ Phone (407) 628-9955 ■ Fax (407) 628-8850 ■ www.tpdtraffic.com RESPONSE TO SEMINOLE COUNTY COMMENTS ACE HARDWARE DEVELOPMENT The following is our response to Seminole County comments regarding the TIA Methodology for Ace Hardware Development located in the northeast corner of the intersection of Tuskawilla Road and Michael Blake Boulevard. The comments are listed first in bold followed by our responses. Comment 1. Proposed Development, add the type of connection that will be utilized. Response – The type of connection was added to the description. See the revised methodology. Comment 2. Include the intersection of SR 434 and site access to the list of intersections. Response – SR 434 and site access was added to the list of itersections. See revised methodology. TPD No. 5824 August 29, 2023 711 Traffic Planning and Design, Inc. 535 Versailles Drive, Maitland, Florida 32751 ■ Phone (407) 628-9955 ■ Fax (407) 628-8850 ■ www.tpdtraffic.com TO: Rachel Gironella, Civil Engineer City of Winter Springs To: Arturo J. Perez, MSCE, P.E. Professional Engineer - Transportation Seminole County Public Works Department – Engineering Division FROM: Turgut Dervish, P.E. DATE: August 29, 2023 RE: Traffic Impact Study Methodology - Revised Ace Hardware Development – Winter Springs TPD No. 5824 The following is an outline of the proposed methodology for the Traffic Impact Study for the proposed retail project in Winter Springs, Seminole County. The project site is located in the northeast corner of Tuskawilla Road and Michael Blake Boulevard. The project is anticipated to be completed by the end of 2025. Figure 1 depicts the site location and the area roadways. 1. Proposed Development The proposed development will consist of a 10,000 square foot Day Care facility, 23,586 square foot strip retail center with Ace Hardware as the anchor tenant, three fast food restaurants with drive through windows totaling 9,000 square feet and two stand-alone high- turnover (sit-down) restaurants totaling 9,500 square feet. Access to the site is proposed via a full access connection from Michael Blake Boulevard and right in / right out (RI/RO) connections from SR 434 and Tuskawilla Road. Figure 2 depicts the conceptual site plan and the access configuration. 2. Trip Generation Trip generation data from the 11th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual will be used for the trip generation estimation of the development. Table 1 provides a summary of the trip generation calculation for the proposed retail development. ITE Trip Generation sheets are attached. As shown in the table, the proposed development is estimated to generate 3,354 net new daily trips, of which 293 will occur during the A.M. peak hour and 285 during the P.M. peak hour. 3. Trip Distribution A distribution pattern will be determined with the use of the 2030 Central Florida Regional Planning Model (CFRPM v7). The model was revised to add a traffic zone representing the project and its proposed development. Subsequently, the model was run with a Select Zone Analysis which produced a trip distribution for the project trips. Figure 3 depicts the trip distribution on the area roadways. The model distribution plot is provided in the Attachment. 712 Fi g u r e 1 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Si t e L o c a t i o n Si t e 713 Fi g u r e 2 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Co n c e p t P l a n 714 Fi g u r e 3 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Tr i p D i s t r i b u t i o n 1% 32 % 31 % 30 % 37 % Si t e 715 Ace Hardware Development – Winter Springs Methodology TPD № 5824 August 29, 2023 Page 5 Table 1 Trip Generation Summary ITE Code Land Use Size (KSF)1 Daily A.M. Peak Hour P.M. Peak Hour Rate2 Trips Rate2 Enter Exit Total Rate2 Enter Exit Total 565 Day Care 10.00 4.09 41 0.78 4 4 8 0.79 4 4 8 822 Strip Retail Plaza (<40K) 23.586 51.94 1,225 2.36 33 23 56 6.59 78 77 155 934 Fast Food w/Drive Through (3 sites) 9.00 467.48 4,207 44.61 205 196 401 33.03 155 142 297 932 High Turnover (Sit-Down) Restaurant (2 stand-alone sites) 9.50 107.20 1,018 9.57 50 41 91 9.05 52 34 86 Sub-Total 6,491 --- 292 264 556 --- 289 257 546 Retail Pass-by (40%)2 490 --- 13 9 22 --- 31 31 62 Fast Food Pass-by (AM=50%, PM=55%, Daily=52.5%)2 2,209 --- 103 98 201 --- 85 78 163 High Turnover Restaurant Pass-by (43%)2 438 --- 22 18 40 --- 22 14 36 Total Net New Trips 3,354 --- 154 139 293 --- 151 134 285 1KSF=1,000 sq. ft. 2Equation utilized when R2 >0.75 3Pass-by rates obtained from ITE’s Trip Generation Manual, 11th Edition, LUC 821 4. Impact Area As per Seminole County TIA guidelines, major roadways within a one-mile radius and intersections within a quarter mile radius of the site will be included in the analysis. The concurrency roadways within one mile to be included in the area analysis are:  Tuskawilla Road o SR 434 to Trotwood Blvd (Segment 326) o Trotwood Blvd to Winer Springs Blvd (Segment 327)  SR 434 o Springs Avenue to Tuskawilla Road (Segment 296) o Tuskawilla Road to SR 419 (Segment 297) The intersections to be included in the area analysis are:  Tuskawilla Road and Trotwood Boulevard  Tuskawilla Road and Michael Blake Boulevard/Milky Way  Tuskawilla Road and SR 434  SR 434 and Michael Blake Boulevard  SR 434 and Bear Springs Drive/McLeod’s Way  SR 434 and Central Winds Drive/Heritage Park Street  SR 434 and Site access connection (RI/RO)  Tuskawilla Road and Site access connection (RI/RO)  Michael Blake Boulevard and Site access connection (full access) 716 Ace Hardware Development – Winter Springs Methodology TPD № 5824 August 29, 2023 Page 6 5. Traffic Impact Assessment a) Roadways  Obtain background traffic volumes on the study roadway segments from Seminole County for use in the traffic analysis.  Determine background traffic by combining existing traffic counts with committed trips to be provided by the City of Winter Spring and/or Seminole County.  Combine project traffic with background traffic to obtain total traffic volumes.  Perform daily roadway capacity analysis utilizing the City of Winter Springs and Seminole County standards. Intersections  Conduct intersection counts during the A.M./P.M. peak hour period at the study intersections.  Determine background traffic by combining existing traffic counts with committed trips to be provided by Seminole County.  Combine project traffic with background traffic to obtain total traffic.  Perform intersection capacity analysis utilizing the HCM/HCS operational analysis for the A.M./P.M. peak hour. 7. Traffic Report Prepare traffic report summarizing study procedures, analyses and recommendations. If you have any questions or concerns, please contact us at (407) 628-9955. 717 Attachments 718 719 720 721 722 723 724 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GL A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 45 Fl o r i d a 1 9 9 2 8 4 4 5 6 2 4 20 4 4 — 3 0 50 Fl o r i d a 1 9 9 2 5 5 5 4 1 4 1 18 5 9 — 3 0 52 Fl o r i d a 1 9 9 5 6 6 5 4 2 3 3 25 5 8 — 3 0 53 Fl o r i d a 1 9 9 3 1 6 2 5 9 — — 4 1 — 3 0 57 . 2 3 Ke n t u c k y 1 9 9 3 2 4 7 3 1 5 3 16 6 9 2 6 5 9 3 4 60 Fl o r i d a 1 9 9 5 1 5 8 3 4 0 3 8 22 6 0 — 3 0 69 . 4 Ke n t u c k y 1 9 9 3 1 0 9 2 5 4 2 33 7 5 1 5 5 9 3 4 77 Fl o r i d a 1 9 9 2 3 6 5 4 6 — — 5 4 — 3 0 78 Fl o r i d a 1 9 9 1 7 0 2 5 5 2 3 22 4 5 — 3 0 82 Fl o r i d a 1 9 9 2 3 3 6 3 4 — — 6 6 — 3 0 92 . 8 5 7 Ke n t u c k y 1 9 9 3 1 3 3 2 2 5 0 28 7 8 3 5 5 5 3 4 10 0 . 8 8 8 Ke n t u c k y 1 9 9 3 2 8 1 2 8 5 0 22 7 2 2 1 1 1 3 4 12 1 . 5 4 Ke n t u c k y 1 9 9 3 2 1 0 5 3 3 0 17 4 7 2 6 3 6 3 4 14 4 Ne w  Je r s e y 1 9 9 0 1 7 6 3 2 4 4 24 6 8 — 2 4 14 6 . 8 Ke n t u c k y 1 9 9 3 — 3 6 3 9 25 6 4 — 3 4 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 82 1 Sh o p p i n g  Pl a z a  (4 0  ‐   15 0 k ) We e k d a y  PM  Pe a k  Pe r i o d 15 40 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 725 726 727 728 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GF A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 1. 4 Ke n t u c k y 1 9 9 3 — 6 2 2 2 16 3 8 1 4 0 7 2 3 Ke n t u c k y 1 9 9 3 — 4 3 1 4 43 5 7 2 9 0 3 2 3. 3 ‐‐ 19 9 6 — 6 8 — — 3 2 — 2 1 3. 6 Ke n t u c k y 1 9 9 3 — 3 2 4 7 21 6 8 4 3 7 2 4. 2 In d i a n a 1 9 9 3 — 4 6 2 3 31 5 4 1 0 4 9 2 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 93 4 Fa s t ‐Fo o d  Re s t a u r a n t  wi t h  Dr i v e ‐Th r o u g h  Wi n d o w We e k d a y  AM  Pe a k  Pe r i o d 5 50 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 729 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GF A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 1. 3 Ke n t u c k y 1 9 9 3 — 6 8 2 2 10 3 2 2 0 5 5 2 1. 9 Ke n t u c k y 1 9 9 3 3 3 6 7 2 4 9 3 3 2 4 4 7 2 2. 8 Fl o r i d a 1 9 9 5 4 7 6 6 — — 3 4 — 3 0 2. 9 Fl o r i d a 1 9 9 6 2 7 1 4 1 4 1 18 5 9 — 3 0 3 Ke n t u c k y 1 9 9 3 — 3 1 3 1 38 6 9 4 2 5 0 2 3. 1 Fl o r i d a 1 9 9 5 2 8 7 1 — — 2 9 — 3 0 3. 1 Fl o r i d a 1 9 9 6 2 9 3 8 — — 6 2 — 3 0 3. 2 Fl o r i d a 1 9 9 6 2 0 2 4 0 3 9 21 6 0 — 3 0 3. 3 — 1 9 9 6 — 6 2 — — 3 8 — 2 1 4. 2 In d i a n a 1 9 9 3 — 5 6 2 5 19 4 4 1 6 3 2 2 4. 3 Fl o r i d a 1 9 9 4 3 0 4 6 2 — — 3 8 — 3 0 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 93 4 Fa s t ‐Fo o d  Re s t a u r a n t  wi t h  Dr i v e ‐Th r o u g h  Wi n d o w We e k d a y  PM  Pe a k  Pe r i o d 11 55 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 730 731 732 733 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GF A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 2. 9 Ke n t u c k y 1 9 9 3 4 1 3 7 2 7 36 6 3 3 9 3 5 2 3. 1 Ke n t u c k y 1 9 9 3 2 1 3 8 2 9 33 6 2 2 5 8 0 2 4. 6 Fl o r i d a 1 9 9 2 2 7 6 6 3 — — 3 7 — 3 0 5 Fl o r i d a 1 9 9 2 6 5 5 8 — — 4 2 — 3 0 5. 3 Ke n t u c k y 1 9 9 3 2 4 5 0 3 7 13 5 0 1 6 1 5 2 5. 7 Fl o r i d a 1 9 9 4 3 0 8 5 7 — — 4 3 — 3 0 5. 8 Fl o r i d a 1 9 9 2 1 5 0 3 2 — — 6 8 — 3 0 6. 2 Fl o r i d a 1 9 9 5 5 2 1 4 6 4 3 11 5 4 — 3 0 7. 1 In d i a n a 1 9 9 3 — 2 3 2 3 54 7 7 1 5 6 5 2 8 Fl o r i d a 1 9 9 5 6 6 4 4 0 3 9 21 6 0 — 3 0 11 Fl o r i d a 1 9 9 6 2 6 7 3 8 4 3 19 6 2 — 3 0 12 Fl o r i d a 1 9 9 6 3 1 7 2 9 5 1 20 7 1 — 3 0 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 93 2 Hi g h ‐Tu r n o v e r  (S i t ‐Do w n )  Re s t a u r a n t We e k d a y  PM  Pe a k  Pe r i o d 12 43 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 734 (Licensed to ) CFRPM v.7 1 1 1 1 1 2 2 2 1 1 1 2 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 2 3 1 2 1 Hal l Rd 1 1 2 S R 4 1 7 1 1 2 1 H a ll R d 1 1 Dean Rd 2 2 2 2 1 3 2 3 6 7 CR 419 1 11 37 1 1 4 1 6 5 1 6 1 0 7 1 4 4 1 1 2 2 2 2 32SR 434 1 1 1 2 3 5 1 4 1 9 1 10 1 2 21 2 1 1 1 1 1 2 1 30 29 1 1 1 7 25 3 3 11 1 1 3 3 6 6 2 3 2 0 3 1 SR 426 1 11 1 5 4 8 1 1 1 1 L a k e M a r y B l v d 1 4 1 5 1 1 5 5 26 6 2 2 Dodd Rd 1 1 4 3 11 1 4 1 6SR 4 3 4 2 9 S R 4 3 4 11 2 1 2 1 1 27 4 33 2 3 1 2 6 6 1 13 2 2 1 3 4 5 5US 1 7/9 2 5 1 1 1 1 7 2 2 0 3 0 S R 4 3 4 6 1 1 1 6C R 4 1 9 6 1 1 22 1 1 6 6 4 1 11 2 2 2 4 Florida Ave 2 1 1 66 1 1 1 2 3 1 1 4 4 1 3 1 1 1 SR 417 2 1 SR 417 3 SR 417 1S R 4 1 7 2SR 417 1S R 4 1 7 2SR 417 1 S R 4 1 7 1 SR 417 1 1 S R 4 1 7 1 1 SR 417 2 1 1 SR 417 1 S R 4 1 7 1 S R 4 1 7 1 1 SR 417 2 SR 417 221 2 1 SR 417 6 SR 434 1 1 S R 4 1 7 3 1 2 4 US 17/92 3 1 3 4 2 14 1 4 2 SR 434 3 1 1 3 3 SR 434 1121 1 2 11 3 2 6 1 1 1 11 1 63 33 1 3 2 1 14 SR 434 16 32 31 SR 434 20 SR 434 1 13 1 6 30 SR 434 20 1 0 1 0 S R 4 1 9 10 1 0 1 1 4 4 2 1 1 1 11 1 1 L a k e M a ry Blv d 13 1 1 1 1 2 S R 4 1 7 2 1 735 APPENDIX B Traffic Data and Roadway Concurrency Information 736 737 738 739 APPENDIX C Existing Intersection Counts, FDOT Seasonal Factors, Signal Timings 740 Prepared by National Data & Surveying Services ID:23-130259-001 Day: City:Winter Springs Date: AM 28 41 44 0 AM NOON 0000 NOON PM 29 106 84 0 PM AM NOON PM PM NOON AM 0000 0 27 0 6 0 1072 0 1101 12035 00176 0 146 26051 0 TEV 3473 0 4145 0 9011 859 0 1047 0 PHF 0.96 0.98 385 0 665 0 0000 AM NOON PM PM NOON AM PM 0 602 111 131 PM NOON 0000NOON AM 0 597 56 161 AM 0 NONE 05:00 PM - 06:00 PM 189 Tuskawilla Rd & SR 434/SR 419 Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:30 AM - 08:30 AM 88 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1271 0 1075 Cars (AM)947 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1738 0 1738 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 572 NORTHBOUND Tuskawilla Rd Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 20 0 0 0 0 00 0 00 2 00 0 00 020 0 0 33 17 12 2 0 0 0 1115 0 0 00 0 0 0 0 0 000 0 41 515 42 0 0 0 0 217 27 1039 175658 1035 49 29 10 6 84 13 0 11 0 58 7 0 0 00 0 0 0 0 0 000 6 1060 141370 817 26 28 41 44 15 9 5559 0 741 LOCATION:Tuskawilla Rd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0004 0000 23‐130259‐001 Tue, Sep 12, 2023 113 100 Peak‐Hour: 07:30 AM ‐ 08:30 AM 0.0 1.1 1726 38 6 1264 2.8 0.0 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 28 41 44 0.0 3.7Peak Hour Factor 859 0.96 1101 4.9 3.7 0.00.0 0.0 3.8 4.2 597 56 161 1.2 1.8 1.2 1282 385 157 1064 4.4 3.9 00 01 00 583 814 3.5 1.2 00 000 02 11 00 000 00 42 41 000 15 6 712 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 163 15 42 0 12 13 2 Thru Rgt URgt U R* Left Thru Rgt 778 3300 7:15 AM 118 8 28 0 6 9 27 183 1 007 173 135 5 776 3343 7:30 AM 130 10 47 0 7 6 39 227 1 46 0 4 186 134 3 871 3473 7:45 AM 154 14 47 0 91 6 39 292 09 9 0 7 221 1 2 875 3455 8:00 AM 151 14 27 0 194 89 3 41 29814 6 6 0 6 33636 18 40 0 270 3 4 821 2 2 906 187 89 1 3712 11 9 0 2542 8:30 AM 116 7 37 0 257 116 2 29 24111 15 4 0 78:15 AM 162 16366 240 140 16 30 0 221 4 2 853 8 3 783 45111 10 4 0 783189 129 2 42 19810 15 5 0 98:45 AM 127 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 72 188 0 R* Left Thru Rgt U 12 16 3988 Heavy Trucks 16 4 4 0 1028 464 24 164 119256 60 36 0 28All Vehicles 648 8600 18000 05632 12 8 Bicycles 0 0 0 0 0 0 0 08Pedestrians00 04 4 04 Stopped Buses Buses 742 LOCATION:Tuskawilla Rd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐001 Tue, Sep 12, 2023 219 224 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.0 1.6 1703 86 27 1284 2.8 2.3 Peak 15‐Minute: 05:30 PM ‐ 05:45 PM 29 106 84 0.0 2.6Peak Hour Factor 1047 0.98 1072 1.1 3.1 0.00.0 0.0 0.5 1.0 602 111 131 2.5 0.9 0.8 1798 665 185 1262 1.2 1.1 00 00 00 956 844 0.8 2.0 20 021 20 00 00 000 20 12 33 000 71 15 1 1 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 124 9 32 0 15 14 5 Thru Rgt URgt U R* Left Thru Rgt 784 3654 4:15 PM 179 27 50 0 16 16 45 156 4 20 11 217 133 17 972 3902 4:30 PM 161 20 34 0 20 9 32 215 10 25 0 6 277 128 1 911 3977 4:45 PM 170 13 38 0 128 10 35 251 217 12 0 8 212 3 3 987 4123 5:00 PM 136 15 35 0 244 132 11 50 26117 22 7 0 16 414512 33 31 0 290 6 5 1032 8 0 1047 272 156 9 4320 27 6 0 3113 5:30 PM 173 42 33 0 277 150 3 44 29725 24 6 0 165:15 PM 133 206612 269 173 21 32 0 240 9 2 1057 4 2 1009 84220 26 8 0 1009229 186 15 47 24519 29 9 0 115:45 PM 160 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 168 140 0 R* Left Thru Rgt U 36 20 4660 Heavy Trucks 24 4 4 0 1108 744 60 188 1188100 116 36 0 64All Vehicles 692 4480 12400 42016 8 16 Bicycles 0 0 0 4 4 0 0 80Pedestrians08 00 0 00 Stopped Buses Buses 743 Si t e C o d e : 23-13 0 2 5 9 -00 1 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 SL / S T 00 : 5 5 00 : 2 2 00 : 2 6 NL / N T 00 : 5 6 00 : 3 4 00 : 3 2 EL / W L 00 : 1 8 00 : 1 8 00 : 1 7 WL / W T 00 : 0 6 00 : 0 5 00 : 0 8 ET / W T 01 : 1 0 01 : 0 8 01 : 1 5 N/ S S t r e e t : Tu s k a w i l l a R d Sp e e d : 45 /5 0 MP H E/W Street: SR 434/SR 419 Speed: 45 MPH 74 4 Prepared by National Data & Surveying Services ID:23-130259-002 Day: City:Winter Springs Date: AM 2 668 10 8 AM NOON 0000 NOON PM 0 967 18 23 PM AM NOON PM PM NOON AM 0000 0 4013 0 000 000 0029042 000 0 TEV 1523 0 1951 0 000 000 0 PHF 0.96 0.97 100 0 0000 AM NOON PM PM NOON AM PM 0 0 828 82 PM NOON 0000NOON AM 0 0 724 55 AM 0 NONE 05:00 PM - 06:00 PM 855 Tuskawilla Rd & Michael Blake Blvd/Milky Way Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 745 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 100 0 65 Cars (AM)996 HT (AM) Mi c h a e l B l a k e B l v d / M i l k y W a y EA S T B O U N D WE S T B O U N D Mi c h a e l B l a k e B l v d / M i l k y W a y 200 CONTROL 2- Way Stop(EB/WB) Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 711 NORTHBOUND Tuskawilla Rd Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 1 10 0 0 0 0 00 0 00 0 00 3 00 010 0 0 0 20 0 0 0 7 0 0180 0 0 00 0 0 0 0 0 000 0 0 20 0 0 0 21 0 2100 4 0 270 0 0 0 96 0 18 8281 0 0 0 0 00 0 0 0 0 0 000 13 0 401 0 0 2 64 7 10 5371 4 0 745 LOCATION:Tuskawilla Rd & Michael Blake Blvd/Milky Way PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐002 Tue, Sep 12, 2023 688 737 Peak‐Hour: 08:00 AM ‐ 09:00 AM 3.1 1.3 2 0 13 55 0.0 0.0 Peak 15‐Minute: 08:30 AM ‐ 08:45 AM 2 668 18 0.0 3.6Peak Hour Factor 0 0.96 0 0.0 0.0 0.00.0 3.1 4.8 3.1 0 724 55 0.0 1.4 3.6 1 1 42 73 0.0 0.0 13 00 00 711 779 3.2 1.5 00 130 00 00 00 010 00 00 0210 02 0102 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Michael Blake Blvd/Milky Way Michael Blake Blvd/Milky Way TotalUR*LeftThru R*UR*Left 7:00 AM 0 185 6 0 1 178 0 Thru Rgt URgt U R* Left Thru Rgt 383 1480 7:15 AM 0 170 13 0 4 176 70501 0000 375 1471 7:30 AM 0 183 11 0 1 0 903000 000 0 356 1464 7:45 AM 0 211 11 0 00 5 0 10145 0 0 1 0 1 0 366 1505 8:00 AM 0 207 11 0 000 903 131 0 0 0 15230 186 14 0 0 9 0 374 1 0 368 000 51 140 1 0 1149 8:30 AM 0 162 18 0 000 1305 146 0 3 08:15 AM 0 781000 169 12 0 0 1 0 397 2 0 384 0120 203 0 1 384010 1204 179 1 4 08:45 AM 0 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 828 72 0 R* Left Thru Rgt U 36 0 1844 Heavy Trucks 0 16 4 0 040 52020 812 4 16 0All Vehicles 0 400 60360 000 16 8 Bicycles 0 4 0 0 8 4 0 44Pedestrians 0 0 00 0 00 Stopped Buses Buses 746 LOCATION:Tuskawilla Rd & Michael Blake Blvd/Milky Way PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐002 Tue, Sep 12, 2023 1008 832 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.7 2.1 00 433 0.0 0.0 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 0 967 41 0.0 6.1Peak Hour Factor 0 0.97 0 0.0 0.0 0.00.0 0.7 6.9 0.0 0 828 82 0.0 2.2 0.0 0 0 29 123 0.0 0.0 00 00 00 996 910 0.9 2.0 10 011 10 00 00 011 00 00 070 02 0180 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Michael Blake Blvd/Milky Way Michael Blake Blvd/Milky Way TotalUR*LeftThru R*UR*Left 4:00 PM 0 168 12 0 3 197 0 Thru Rgt URgt U R* Left Thru Rgt 396 1786 4:15 PM 0 265 25 0 3 196 60406 0000 511 1878 4:30 PM 0 225 18 0 4 0 804018 100 0 446 1869 4:45 PM 0 198 15 0 10 702182 0 7 0 0 2 0 433 1894 5:00 PM 0 214 18 0 000 302 205 0 8 0 19510 220 31 0 0 1 0 488 1 0 502 000 97 235 0 4 1463 5:30 PM 0 195 21 0 000 705 234 0 4 05:15 PM 0 961000 199 12 0 0 1 0 471 1 0 490 0103 235 0 6 490000 303 263 0 9 05:45 PM 0 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 880 124 0 R* Left Thru Rgt U 40 2164 Heavy Trucks 0 28 0 0 000 40028 1052 0 36 0All Vehicles 0 400 48160 000 16 8 Bicycles 0 4 4 4 4 0 0 40Pedestrians 0 4 00 0 00 Stopped Buses Buses 747 Si t e C o d e : 23-13 0 2 5 9 -00 2 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : 2- Wa y S t o p ( E B / W B ) N/ S S t r e e t : Tu s k a w i l l a R d Sp e e d : 45 /5 0 MP H E/W Street: Michael Blake Blvd/Milky Way Speed: 25 MPH 74 8 Prepared by National Data & Surveying Services ID:23-130259-003 Day: City:Winter Springs Date: AM 78 9 134 0 AM NOON 0000 NOON PM 514700 PM AM NOON PM PM NOON AM 0000 0 107 0 71 0 1212 0 1121 6030 0042034 71083 0 TEV 2583 0 2904 0 001 979 0 1173 0 PHF 0.98 0.95 7017 0 0000 AM NOON PM PM NOON AM PM 0 101095 PM NOON 0000NOON AM 02367AM 0 NONE 04:45 PM - 05:45 PM 200 Michael Blake Blvd & SR 434/SR 419 Peak Hour Turning Movement Count Michael Blake Blvd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:30 AM - 08:30 AM 145 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1338 0 1181 Cars (AM)63 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1207 0 1303 CONTROL 2- Way Stop(NB/SB) Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 50 NORTHBOUND Michael Blake Blvd Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 1 0 0 00 0 00 0 00 0 00 000 0 3 41 11 13 2 0 0 0 100 0 0 00 0 0 0 0 0 000 0 45 10 43 1 1 0 0 100 104 1171 4116 1160 81 51 4 70 941010 0 0 00 0 0 0 0 0 000 71 1076 337 936 70 77 9 13 4 6632 749 LOCATION:Michael Blake Blvd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐003 Tue, Sep 12, 2023 221 151 Peak‐Hour: 07:30 AM ‐ 08:30 AM 0.5 0.7 1201 77 71 1227 3.8 1.3 Peak 15‐Minute: 07:30 AM ‐ 07:45 AM 78 9 134 0.0 3.7Peak Hour Factor 979 0.98 1121 4.4 4.0 0.01.3 0.0 2.9 3.7 2367 0.0 0.0 1.5 1063 7 35 1180 4.1 0.0 00 00 02 51 72 2.0 1.4 00 000 00 00 00 000 10 43 45 100 01 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Michael Blake Blvd Michael Blake Blvd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 0 4 14 0 36 2 15 Thru Rgt URgt U R* Left Thru Rgt 532 2427 7:15 AM 1 3 14 0 35 2 6 175 51 00 37 186 2 4 578 2505 7:30 AM 1 0 18 0 40 4 6 252 16 019 0 15 209 2 0 659 2583 7:45 AM 1 1 15 0 1 2 9 284 154 22 0 17 246 17 0 658 2566 8:00 AM 0 1 14 0 244 4 1 10 300310210 13 247720 1200 287 14 1 610 25 0 656 215 2 2 7271190 1867 8:30 AM 0 1 21 0 274 0 1 8 250364160 218:15 AM 0 121130 257 2 0160 246 31 0 642 23 0 569 411232140 569217 3 3 15 240221100 178:45 AM 2 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4800 R* Left Thru Rgt U 100 4 2900 Heavy Trucks 0 0 4 0 1096 16 8 40 1200160 16 88 0 84All Vehicles 4 4600 1360 4 4600 8 0 Bicycles 0 0 0 0 0 0 0 00Pedestrians 0 0 00 0 80 Stopped Buses Buses 750 LOCATION:Michael Blake Blvd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐003 Tue, Sep 12, 2023 125 230 Peak‐Hour: 04:45 PM ‐ 05:45 PM 0.0 2.5 1273 113 107 1361 3.1 1.8 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 51 4 70 2.8 3.3Peak Hour Factor 1173 0.95 1212 1.1 3.4 0.00.0 0.0 2.4 1.0 10 10 95 0.0 0.0 1.1 1303 17 42 1338 1.2 5.9 00 00 10 63 115 3.2 0.9 00 000 00 00 10 000 23 13 41 000 11 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Michael Blake Blvd Michael Blake Blvd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 1 0 16 0 20 3 11 Thru Rgt URgt U R* Left Thru Rgt 531 2498 4:15 PM 5 3 27 0 17 3 8 183 21 00 14 244 5 5 644 2676 4:30 PM 1 3 13 0 11 8 9 210 16 011 0 28 304 3 1 636 2798 4:45 PM 2 2 17 0 0 4 6 300 241 8 0 18 246 16 0 687 2904 5:00 PM 2 3 20 0 268 0 10 11 301161170 26 282716 5320 296 26 0 709 31 0 766 293 7 6 10141150 2118 5:30 PM 3 0 26 0 316 4 10 12 31219 1 9 0 125:15 PM 3 135229 296 6 0180 303 34 0 742 28 2 610 49211100 610252 1 9 6 24816 1 9 0 195:45 PM 1 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 20 128 0 R* Left Thru Rgt U 136 0 3196 Heavy Trucks 0 0 4 0 1264 28 40 48 124884 4 68 0 116All Vehicles 12 4648 1120 0 4244 4 4 Bicycles 0 0 0 0 0 0 0 00Pedestrians 4 0 40 0 00 Stopped Buses Buses 751 Si t e C o d e : 23 - 1 3 0 2 5 9 - 00 3 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : 2- W a y S t o p ( N B / S B ) N/ S S t r e e t : Mi c h a e l B l a k e B l v d Sp e e d : 25 MP H E/W Street: SR 434/SR 419 Speed: 45 MPH 75 2 Prepared by National Data & Surveying Services ID:23-130259-004 Day: City:Winter Springs Date: AM 60 629 36 0 AM NOON 0000 NOON PM 76 845 83 0 PM AM NOON PM PM NOON AM 0000 0 82 0 123 0 705 000 0067059 99054 0 TEV 1784 0 2225 0 000 6011 0 PHF 0.92 0.96 67053 0 0000 AM NOON PM PM NOON AM PM 1 76 774 96 PM NOON 0000NOON AM 1 15 674 10 AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 756 NORTHBOUND Tuskawilla Rd Cars (NOON)HT (NOON) NONE 190 0 52 Cars (AM)966 HT (AM) Tr o t w o o d B l v d EA S T B O U N D WE S T B O U N D Tr o t w o o d B l v d 80 0 159 CONTROL Signalized 0 NONE 05:00 PM - 06:00 PM 910 Tuskawilla Rd & Trotwood Blvd Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:15 AM - 08:15 AM 896 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 2 00 0 00 0 00 1310 30 1 0 00 0 1 1 7 1 1151 0 0 00 0 0 0 0 0 000 2 1 00 0 0 0 21 1 040 81 7 6753 11 53 75 83 8 82 9575 9 75 0 0 00 0 0 0 0 0 000 121 4 5967 6 99 60 60 8 35 1067 0 15 753 LOCATION:Tuskawilla Rd & Trotwood Blvd PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 40 0 04 12 152 Bicycles 0 4 0 0 0 0 0 00Pedestrians 4 148 44 52320 000 2120 Heavy Trucks 0 8 0 4 8 80 0 64 1264 748 108 0 116All Vehicles 20 0 712 20 4 R* Left Thru Rgt U 164 0 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 4170110 16013 157 4 0 168:45 AM 5 170 11 0 1 15 0 407 14 0 417 0177 158 9 0 1229 8:30 AM 5 161 8 0 0200 1318 142 9 0 138:15 AM 4 82414012 168 6 0 3 18 0 391 21 0 405 2200 157 131 4 0 29 0 450 1653 8:00 AM 4 167 2 0 2150 16116 158 27 0 24 162018 14141153 12 0 28 1 7:45 AM 4 153 5 0 14 0 1784 7:30 AM 5 178 1 1 8 0 140350170 29118 0 457 1703 380 1773 7:15 AM 2 176 2 0 5 187 1211900 270220 486 Thru Rgt URgt U R* Left Thru Rgt 7:00 AM 1 142 3 0 9 139 5 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Trotwood Blvd Trotwood Blvd TotalUR*LeftThru R*UR*Left 00 040 02 01 0211 00 00 02 010 00 01 10 755 700 2.8 0.6 30 13 000 1.9 16 674 10 0.0 0.6 0.0 172 67 59 52 0.0 0.0 6 0.92 5 0.0 20.0 2.80.0 3.3 0.0 23‐130259‐004 Tue, Sep 12, 2023 725 896 Peak‐Hour: 07:15 AM ‐ 08:15 AM 3.0 0.7 81 99 123 187 1.3 0.0 Peak 15‐Minute: 07:15 AM ‐ 07:30 AM 60 629 36 1.6 1.6Peak Hour Factor 754 LOCATION:Tuskawilla Rd & Trotwood Blvd PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 00 0 04 12 4 Bicycles 0 4 0 0 4 0 0 00Pedestrians 0 4 04 64124 400 2476 Heavy Trucks 4 28 4 4 16 68 0 72 8116 904 88 0 60All Vehicles 88 0 820 112 4 R* Left Thru Rgt U 120 0 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 5783120 16129 226 15 0 155:45 PM 22 189 20 0 2 14 0 554 30 0 578 01720 217 22 0 1697 5:30 PM 20 185 28 1 4170 18218 205 20 0 125:15 PM 19 113213213 205 26 0 2 19 0 528 19 0 565 2110 1616 197 19 0 12 0 493 2140 5:00 PM 15 195 22 0 3100 17321 175 18 0 11 222514 11219181 17 0 12 0 4:45 PM 15 182 26 0 15 0 2092 4:30 PM 16 190 19 0 19 0 161280190 17212 0 501 2087 442 2006 4:15 PM 18 166 26 0 26 239 911000 4180 570 Thru Rgt URgt U R* Left Thru Rgt 4:00 PM 11 176 15 0 17 176 14 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Trotwood Blvd Trotwood Blvd TotalUR*LeftThru R*UR*Left 00 1151 11 00 171 00 00 00 010 00 02 00 965 947 0.7 1.8 10 010 1.1 77 774 96 1.3 1.9 1.0 118 53 67 190 0.8 0.0 11 0.96 7 0.0 0.0 1.21.3 0.8 0.0 23‐130259‐004 Tue, Sep 12, 2023 1004 910 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.9 1.9 160 54 82 156 1.3 1.9 Peak 15‐Minute: 05:45 PM ‐ 06:00 PM 76 845 83 1.2 0.6Peak Hour Factor 755 Si t e C o d e : 23-13 0 2 5 9 -00 4 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 NL / N T 00 : 1 5 - - SL / S T - 00 : 1 7 - NL / S L - - 00 : 1 3 NT / S T 01 : 0 5 00 : 4 3 00 : 4 9 EL / W L 00 : 1 3 00 : 1 3 - WL / W T 00 : 4 1 00 : 1 6 - EL / E T - - 00 : 1 7 N/ S S t r e e t : Tu s k a w i l l a R d Sp e e d : 45 /5 0 MP H E/W Street: Trotwood Blvd Speed: 20 MPH 75 6 Prepared by National Data & Surveying Services ID:23-130259-005 Day: City:Winter Springs Date: AM 411690 AM NOON 0000 NOON PM 36 4 142 0 PM AM NOON PM PM NOON AM 0000 0 117 0 83 0 1470 0 1559 003 0017010 26086 0 TEV 3049 0 3635 0 60018 1204 0 1652 0 PHF 0.92 0.98 2014 0 0000 AM NOON PM PM NOON AM PM 011320PM NOON 0000NOON AM 018117AM 0 NONE 05:00 PM - 06:00 PM 206 Bear Springs Dr/McLeod's Way & SR 434/SR 419 Peak Hour Turning Movement Count Bear Springs Dr/McLeod's Way Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:30 AM - 08:30 AM 110 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1874 0 1308 Cars (AM)35 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1618 0 1520 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 13 NORTHBOUND Bear Springs Dr/McLeod's Way Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 30 0 00 2 0 0 1 00 3 10 0 00 1 30 150 0 2 44 00 10 1 0 0 1 000 0 0 00 0 0 0 0 0 000 1 47 00 53 3 2 0 5 100 115 1426 1714 1642 85 36 4 14 1 20311 0 0 00 0 0 0 0 0 000 82 1512 102 1151 23 39 1 64 16118 757 LOCATION:Bear Springs Dr/McLeod's Way & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐005 Tue, Sep 12, 2023 111 110 Peak‐Hour: 07:30 AM ‐ 08:30 AM 6.3 3.6 1618 26 83 1670 3.0 11.5 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 41 1 69 1.2 2.9Peak Hour Factor 1204 0.92 1559 4.4 3.0 7.24.9 0.0 0.0 4.5 18 1 17 0.0 0.0 5.9 1232 2 28 1290 4.5 0.0 01 00 11 31 36 0.0 2.8 01 000 20 00 13 000 31 53 47 205 00 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Bear Springs Dr/McLeod's Way Bear Springs Dr/McLeod's Way SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 3 0 7 0 46 1 14 Thru Rgt URgt U R* Left Thru Rgt 673 2870 7:15 AM 5 0 8 0 51 0 0 281 43 50 18 255 0 0 699 2919 7:30 AM 6 0 4 0 17 0 2 328 14 415 0 5 267 0 5 759 3049 7:45 AM 6 1 4 0 1 0 0 389 180 13 0 4 302 18 5 739 3026 8:00 AM 5 0 5 0 271 1 0 6 40811 0 5 0 3 29598 040 395 23 4 722 24 4 829 248 0 0 2180140 2237 8:30 AM 7 1 6 0 383 0 0 2 36723 1 9 0 118:15 AM 1 14089 367 0 060 297 17 6 736 10 11 672 12110120 672324 0 0 2 28612 0 6 0 148:45 AM 1 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4200 R* Left Thru Rgt U 96 20 3552 Heavy Trucks 0 0 4 12 1532 4 0 24 1632924560 44All Vehicles 24 0804 2000 8 8840 8 20 Bicycles 0 0 0 0 0 0 0 44Pedestrians 8 4 40 0 40 Stopped Buses Buses 758 LOCATION:Bear Springs Dr/McLeod's Way & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0004 0000 23‐130259‐005 Tue, Sep 12, 2023 182 209 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.5 1.5 1517 89 117 1664 2.9 1.1 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 36 4 142 1.7 2.8Peak Hour Factor 1652 0.98 1470 0.6 3.0 0.70.0 0.0 1.3 0.6 11 3 20 0.0 0.0 0.0 1755 14 77 1814 0.6 0.0 30 00 00 95 34 0.0 0.0 53 000 01 00 00 100 12 10 44 001 01 000 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Bear Springs Dr/McLeod's Way Bear Springs Dr/McLeod's Way SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 3 0 3 0 23 1 5 Thru Rgt URgt U R* Left Thru Rgt 730 3194 4:15 PM 6 0 6 0 22 0 4 294 10 170 18 347 5 0 793 3360 4:30 PM 0 3 3 0 31 0 3 331 20 1414 0 19 357 1 15 783 3490 4:45 PM 0 3 7 0 3 1 1 369 120 14 0 19 312 17 14 888 3618 5:00 PM 3 1 4 0 390 4 0 4 399211110 17 363519 1100 376 23 15 896 26 10 923 414 0 0 330 0 8 0 2739 5:30 PM 7 0 4 0 420 5 0 6 38524 3 9 0 235:15 PM 1 181625 427 3 120 343 26 15 911 42 20 905 14450110 905391 6 2 4 36643 1 8 0 195:45 PM 0 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4400 R* Left Thru Rgt U 168 80 3960 Heavy Trucks 0 0 0 4 1708 24 8 24 1540180 12 44 0 100All Vehicles 28 0768 1040 0 4120 4 28 Bicycles 4 0 0 0 0 0 0 84Pedestrians 0 16 00 0 00 Stopped Buses Buses 759 Si t e C o d e : 23 - 1 3 0 2 5 9 - 00 5 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 SL / S T 00 : 3 4 - 00 : 2 0 NT / S T - 00 : 3 0 00 : 1 6 EL / W L 00 : 1 8 - - ET / W T 01 : 5 8 02 : 2 0 02 : 1 4 N/ S S t r e e t : Be a r S p r i n g s D r / M c L e o d ' s W a y Sp e e d : 25 M P H E/W Street: SR 434/SR 419 Speed: 45 MPH 76 0 Prepared by National Data & Surveying Services ID:23-130259-006 Day: City:Winter Springs Date: AM 184 14 153 0 AM NOON 0000 NOON PM 1416940 PM AM NOON PM PM NOON AM 0000 0 186 0 191 0 1286 0 1305 000 0052041 200 0 210 0 TEV 3340 0 3697 0 000 1099 0 1612 0 PHF 0.90 0.97 43030 0 0000 AM NOON PM PM NOON AM PM 022256PM NOON 0000NOON AM 0 411455 AM 0 NONE 05:00 PM - 06:00 PM 398 Heritage Park St/Central Winds Dr & SR 434/SR 419 Peak Hour Turning Movement Count Heritage Park St/Central Winds Dr Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:45 AM - 08:45 AM 405 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1762 0 1307 Cars (AM)88 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1530 0 1449 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 98 NORTHBOUND Heritage Park St/Central Winds Dr Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 20 4 20 2 1 0 0 00 0 00 0 30 1 00 010 0 0 47 00 14 1 2 0 0 000 0 0 00 0 0 0 0 0 000 0 48 00 59 3 3 1 0 010 186 1239 5230 1598 209 13 9 6 94 56222 0 0 00 0 0 0 0 0 000 191 1257 4143 1040 197 18 1 13 15 3 551341 761 LOCATION:Heritage Park St/Central Winds Dr & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐006 Tue, Sep 12, 2023 351 405 Peak‐Hour: 07:45 AM ‐ 08:45 AM 1.1 1.0 1530 200 191 1537 3.3 1.5 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 184 14 153 0.0 3.1Peak Hour Factor 1099 0.90 1305 5.4 3.7 0.01.6 7.1 0.0 4.5 41 14 55 0.0 7.1 0.0 1342 43 41 1307 4.6 0.0 41 00 31 98 110 1.0 0.9 00 000 20 00 00 000 30 59 48 310 00 010 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Heritage Park St/Central Winds DHeritage Park St/Central Winds D SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 5 11 13 0 40 3 63 Thru Rgt URgt U R* Left Thru Rgt 818 3175 7:15 AM 7 0 10 0 52 1 3 217 83 00 121 247 12 0 841 3146 7:30 AM 7 0 6 0 11 0 3 357 29 0111 0 33 233 5 0 753 3235 7:45 AM 11 2 11 0 3 0 3 378 220 15 0 33 275 36 0 763 3340 8:00 AM 12 6 12 0 252 7 0 12 358124270 31 324655 5170 334 42 0 789 71 0 930 250 8 0 12182380 2457 8:30 AM 8 1 15 0 320 18 0 7 287595550 768:15 AM 10 152738 277 10 0130 326 42 0 858 10 1 669 010643640 669259 8 0 7 270476260 158:45 AM 7 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 24 68 0 R* Left Thru Rgt U 284 0 4092 Heavy Trucks 0 4 0 0 1280 72 0 48 1432256 20 256 0 304All Vehicles 48 0720 1844 4 8920 12 16 Bicycles 0 0 0 0 0 0 0 12 4Pedestrians00 80 0 40 Stopped Buses Buses 762 LOCATION:Heritage Park St/Central Winds Dr & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐006 Tue, Sep 12, 2023 241 398 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.8 0.3 1449 210 186 1524 3.4 0.5 Peak 15‐Minute: 05:30 PM ‐ 05:45 PM 141 6 94 0.0 3.1Peak Hour Factor 1612 0.97 1286 0.9 3.7 0.01.4 0.0 0.0 0.8 22 2 56 0.0 0.0 0.0 1852 30 52 1762 0.8 0.0 23 01 01 88 80 0.0 0.0 10 000 20 00 10 000 10 14 47 200 00 000 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Heritage Park St/Central Winds DHeritage Park St/Central Winds D SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 5 0 9 0 18 0 34 Thru Rgt URgt U R* Left Thru Rgt 718 3167 4:15 PM 7 1 10 0 14 0 8 266 11 00 20 335 12 0 764 3373 4:30 PM 6 0 10 0 29 0 12 299 28 018 0 31 338 6 0 820 3486 4:45 PM 1 0 15 0 9 0 13 336 350 40 0 25 317 68 0 865 3623 5:00 PM 7 1 10 0 362 11 0 13 327220210 25 369745 1150 317 42 0 924 47 0 877 427 7 0 12312230 2773 5:30 PM 5 0 13 0 402 7 0 14 301190210 475:15 PM 3 189659 409 7 0180 352 42 0 957 55 0 939 016211320 939374 9 0 10 316233650 595:45 PM 7 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4720 R* Left Thru Rgt U 220 0 4172 Heavy Trucks 0 0 0 0 1708 36 0 64 1408124 12 260 0 236All Vehicles 28 0760 1080 8 4200 8 28 Bicycles 0 0 0 0 0 0 0 812Pedestrians44 00 0 44 Stopped Buses Buses 763 Si t e C o d e : 23 - 1 3 0 2 5 9 - 00 6 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 NT / S T 00 : 2 1 00 : 2 5 00 : 2 3 WL / W T 00 : 2 7 00 : 2 1 00 : 2 4 ET / W T 01 : 2 5 01 : 2 6 01 : 2 6 EL / E T 00 : 3 8 00 : 3 9 00 : 3 6 N/ S S t r e e t : He r i t a g e P a r k S t / C e n t r a l W i n d s D r Sp e e d : N/ A E/W Street: SR 434/SR 419 Speed: XX 76 4 765 Name Direction NL ST EL WT SL NT WL ET P9 _______ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 _13 14 15 16 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP OLP OLP OLP OLP Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ________ Min Green 6 15 6 8 6 15 6 8 ________________ Passage 3 4 3 3 3 4 3 3 ________________ Max 1 20 45 30 20 20 45 20 30 ________________ Max 2 20 100 30 20 20 100 20 30 ________________ Yellow Clr 4.8 4.8 3.4 3.4 4.8 4.8 3.4 3.4 3 3 ______________ Red Clr 2 2 2.6 3.2 2 2 2.2 3.2 ________________ Walk _7 _7 _7 _7 7 7 ______________ Ped Clear _24 _30 _21 _26 255 255 ______________ Red Revert 3 3 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 1 2 3 4 ______________3 _ Overlap - H 1 2 3 4 9 10 ____________3 _ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M 2 10 ________________4.5 2 Overlap - N 4 10 ________________4.5 2 Overlap - O 6 9 ________________4.5 2 Overlap - P 8 9 ________________4.5 2 Seminole County Traffic Engineering Timing Sheet Intersection: Tuskawilla Rd @ (01) Trotwood Blvd _ _ _ Ped 1 Ped 1 Ped 1 Ped 1 Type _ _ _ _ _ _ NORMAL NORMAL _ Phase Times Phase Mode Cnf Phase Date Passage Max 1 SCTE\JVidal Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Max 2 Yel Clr Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 P2P Pattern _InSync _ Node #7578 Alt Phase Times 1 Phase Min Green Free Action 254 Ped Clr User Free Seq 1 Red Clr Walk Syn Green _ Alt Phase Times 2 Tuskawilla Trotwood Tuskawilla Trotwood Ex-Ped August 16, 2023 Done By Comm ID 2580 766 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =90 16 38 17 19 17 37 17 19 ________Hour _9 11 17 20 ___ Seq =1 _✓______________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 48 8 18 9 48 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =90 16 40 15 19 17 39 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________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 Cycle =100 16 50 15 19 19 47 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =100 17 49 15 19 17 49 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________2 Action ________ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 Cycle =90 16 40 15 19 17 39 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =90 18 34 17 21 19 33 17 21 ________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 7 Cycle =90 16 40 15 19 17 39 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =90 18 34 17 21 19 33 17 21 ________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 7 Cycle =90 16 40 15 19 17 39 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ 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 7 Cycle =_________________Hour _6 10 11 15 19 21 _ Seq =_________________P Min _30 _30 30 _30 _ Mode ________________L Action 48 1 2 3 4 5 48 _ 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 10 19 22 ___ Seq =_________________P Min ________ Mode ________________L Action 48 6 16 7 48 ___ 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 =85 16 35 15 19 17 34 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 767 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 =85 16 35 15 19 17 34 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________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 9-16 768 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 90 38 1 1 2 _1 1 _12 22 _____✓________✓ Pattern - 2 90 68 2 1 2 _1 1 _12 22 _____✓________✓ Pattern - 3 100 12 3 1 2 _1 1 _12 22 _____✓________✓ Pattern - 4 100 19 4 1 2 _1 1 _12 22 _____✓________✓ Pattern - 5 90 42 5 1 2 _1 1 _12 22 _____✓________✓ Pattern - 6 90 42 6 1 2 _1 1 _12 22 _____✓________✓ Pattern - 7 90 42 7 1 2 _1 1 _12 22 _____✓________✓ Pattern - 8 90 42 8 1 2 _1 1 _12 22 _____✓________✓ Pattern - 9 90 42 9 1 2 _1 1 _12 22 _____✓________✓ Pattern - 10 __________________________ Pattern - 11 __________________________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 85 42 16 1 2 _1 1 _12 22 _____✓________✓ Pattern - 17 __________________________ Pattern - 18 85 42 18 1 2 _1 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 __________________________ 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 - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 6 __________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 3 8 __________________ Detector 7 4 _8 _________________ Detector 8 5 2 __________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 7 4 __________________ Detector 14 8 _8 _________________ Detector 15 ____________________ Detector 16 _____3 ______________ BIU-4 49 50 51 52 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 53 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 46 769 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________3 8 _______7 8 __4 8 __ Pre Run 4 ON ________4 7 _______7 8 __4 8 __ Pre Run 5 ON ________2 5 _______7 8 __2 6 __ Pre Run 6 ON ________1 6 _______7 8 __2 6 __ P6 P6 P4 6 4 7 1 P6 P6 P4 P8 N S 5 6 7 P4 4 1 2 3 P8 8 5 P2 P2 P4 P8 2 3 8 P2 P2 P8 1 2 3 4 9 5 6 7 8 10 6 4 7 P9 P9 1 P9 P9 5 6 EX-P 7 4 1 2 P9 P9 3 8 5 P9 P9 2 3 8 Exlusive Ped Preemption Operation Ped Preemption Tuskawilla Trotwood Exclusive Ped When pedestrian preempt box is open, pedestrian buttons are taken offline. E Tuskawilla Trotwood W Cabinet Seq 1 Ring 1 Ring 2 actuations until EXP is needed every cycle, then leave door open. Intersection has Ped Pre-emption which brings up Ex-ped movement after ph 2&6.Ped Preemption uses 254. Ped button are taken offline when ped Combination of I/O logic and overlaps used for no right turn signs box door is opened. Intersection set up with concurrent sides.Signal retimed March 2020. All left turns are 5-sect. and Det. Switched.Pattern 48 used for normal Free operation. Ol G & H are used to reset the count downs for the ped crossings Signal runs coordination, preferred EXP operation is to keep box closed between Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 770 Name Direction WL ET _ST EL WT _NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 __3 4 __7 8 Min Green 6 15 6 6 6 15 6 6 __________6 6 __6 6 Passage 3 4 3 4 3 4 3 4 __________6 6 __6 6 Max 1 30 80 50 65 15 95 65 80 __________65 65 __65 65 Max 2 15 70 50 65 15 70 65 50 __________65 65 __65 65 Yellow Clr 4.9 4.9 4.8 3.4 4.9 4.9 3.4 4.8 __________4.8 3.4 __3.4 4.8 Red Clr 2.9 2.9 4.1 3.9 2.9 2.9 3.9 4.1 __________4.1 3.9 __3.9 4.1 Walk _7 _7 _7 _7 ___________7 ___7 Ped Clear _33 _40 _21 _41 ___________40 ___41 Red Revert 3 3 3 3 3 3 3 3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 3 4 5 6 7 8 Enable ✓✓✓✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓✓✓✓✓✓✓ Max Recall ________________Cnf Phase __7 8 __3 4 Ped Recall ________________ Soft Recall ________________Phase 1 2 3 4 5 6 7 8 Lock Call ✓✓_✓✓✓_✓________Max 2 ________ Flash Ent __✓____✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓____________7 8 __3 4 Dual Entry _✓✓✓_✓✓✓________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase __7 8 __3 4 ________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (36) Tuskawilla Rd _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ Phase Times Phase Mode Cnf Phase Date Passage Max 1 SCTE\JVidal Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Max 2 Yel Clr Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 P2P Pattern _InSync _ Node #2392 Alt Phase Times 1 Phase Min Green Free Action 254 Ped Clr STD8 Free Seq 9 Red Clr Walk Syn Green _ Alt Phase Times 2 SR 434 Tuskawilla SR 434 Tuskawilla February 7, 2023 Done By Comm ID 1365 771 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 29 66 57 28 18 77 28 57 ________Hour _9 10 18 19 ___ Seq =10 _✓______________P Min _30 30 30 30 ___ Mode _MIN ___MIN __________L Action 99 8 18 9 99 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =140 27 47 40 26 20 54 26 40 ________Hour _6 6 7 7 9 14 14 Seq =9 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =170 26 78 37 29 18 86 29 37 ________N Hour 15 19 21 _____ Seq =9 _✓______________Min 15 _______ Mode _MAX ___MAX __________2 Action 4 5 99 _____ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =130 23 46 34 27 19 50 27 34 ________Hour _6 6 7 7 9 14 14 Seq =10 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =110 23 40 28 19 18 45 19 28 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________3 Action 4 5 99 _____ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 21 38 33 18 18 41 18 33 ________Hour _6 6 7 7 9 13 13 Seq =6 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =110 23 40 28 19 18 45 19 28 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________4 Action 4 5 99 _____ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 21 38 33 18 18 41 18 33 ________Hour _6 6 7 7 9 14 14 Seq =6 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =_________________N Hour 15 19 21 _____ Seq =_________________Min 15 _______ Mode ________________5 Action 4 5 99 _____ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =180 23 45 78 34 20 48 34 78 ________Hour _6 6 7 7 9 14 14 Seq =10 _✓______________P Min __45 10 30 30 15 45 Mode _MIN ___MIN __________L Action 99 1 11 21 1 3 13 3 Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =_________________N Hour 15 19 21 _____ Seq =_________________Min 15 _______ Mode ________________6 Action 4 5 99 _____ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =140 22 37 36 45 19 40 45 36 ________Hour _8 9 17 20 ___ Seq =9 _✓______________P Min __30 30 30 ___ Mode _MAX ___MAX __________L Action 99 6 16 7 99 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =_________________Hour _6 6 7 7 9 11 12 Seq =_________________P Min __45 10 30 30 25 45 Mode ________________L Action 99 1 11 21 1 3 13 3 Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =130 26 38 33 33 18 46 33 33 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________8 Action 4 5 99 _____ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 772 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 25 92 40 33 20 97 33 40 ________Hour ________ Seq =6 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 26 38 33 33 18 46 33 33 ________N Hour ________ Seq =10 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 25 92 40 33 20 97 33 40 ________Hour ________ Seq =9 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =180 23 46 55 56 23 46 55 56 ________Hour ________ Seq =10 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 773 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 1 1 10 2 _1 __12 22 __10 ___✓________ Pattern - 2 __________________________ Pattern - 3 140 13 3 9 2 _1 __12 22 1 ____✓✓________ Pattern - 4 170 77 4 9 2 _2 __12 22 ____✓✓✓________ Pattern - 5 130 22 5 10 2 _1 __12 22 _____✓✓________ Pattern - 6 110 64 6 10 2 _1 __12 22 _____✓✓________ Pattern - 7 110 58 7 6 2 _1 __12 22 _____✓✓________ Pattern - 8 110 64 8 10 2 _1 __12 22 _____✓✓________ Pattern - 9 110 58 9 6 2 _1 __12 22 _____✓✓________ Pattern - 10 __________________________ Pattern - 11 180 1 11 10 2 _1 __12 22 __10 ___✓________ Pattern - 12 __________________________ Pattern - 13 140 10 13 9 2 1 2 __12 22 ____✓✓✓________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 8 16 10 2 _2 __12 22 ____✓✓✓________ Pattern - 17 190 141 17 6 2 _1 __12 22 _____✓✓________ Pattern - 18 130 8 18 10 2 _2 __12 22 ____✓✓✓________ Pattern - 19 190 93 19 9 2 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 180 1 21 10 2 _1 __12 22 _____✓✓________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ 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 - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 ___________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 4 ___________________ Detector 5 4 ___________________ Detector 6 5 ___________________ Detector 7 6 ___________________ Detector 8 6 ___________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 8 ___________________ Detector 12 8 ___________________ Detector 13 8 ___________________ Detector 14 ____________________ Detector 15 ____________________ Detector 16 ____________________ BIU-4 49 50 51 52 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 53 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 46 774 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________3 8 ___________1 5 __ Pre Run 4 ON ________4 7 ___________1 5 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 P6 P6 P8 P4 W E 6 6 5 4 1 2 2 2R 8 P2 P2 P2 P2 P8 P4 1 2 3 4 6 5 8 7 P6 P6 6 1 P6 P6 P4 P8 5 6 4 1 2 2R 8 5 P2 P2 P4 P8 2 P2 P2 1 2 4 3 5 6 7 8 P6 P6 P6 P6 P4 P8 6 6 5 4 1 2 2 2R 8 P2 P2 P2 P2 P4 P8 1 2 4 3 6 5 7 8 S.R. 434 Seq 9 Ring 1 Ring 2 S.R 434 Tuskawilla Rd Seq 10 Ring 1 Ring 2 N S.R 434 Tuskawilla Rd S Cabinet Seq 6 Ring 1 Ring 2 Tuskawilla Rd Main street LT's changed to protected Jan 2018 per FDOT. Alt Time Plan 1 to allow higher extend times to phase 4 for PM school 2R hardwired to Phase 8.rush time. Intersection set as concurent sides. But operates as Q-Seq due to Intersection re-timed February 2020. set up of controller (phases enabled and conflicting phases).Patterns 11,13 & 21 are used for High School rush. Pattern 17 and 19 used for SR 417 diversion Route. Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 775 Name Direction WL ET _ST EL WT SL NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ________ Min Green 6 15 _8 6 15 6 8 ________________ Passage 3 5 _3 3 5 3 3 ________________ Max 1 30 120 _25 30 110 20 20 ________________ Max 2 30 70 _20 30 70 20 20 ________________ Yellow Clr 4.8 4.8 _3.4 4.8 4.8 3.4 3.4 ________________ Red Clr 2.3 2 _3.8 2.1 2 2.9 3.8 ________________ Walk _7 _7 _7 _7 ________________ Ped Clear _19 _32 _19 _31 ________________ Red Revert 3 3 _3 3 3 3 3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 _4 5 6 7 8 Enable ✓✓_✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓_✓✓✓✓✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 _4 5 6 7 8 Lock Call ✓✓__✓✓__________Max 2 ________ Flash Ent ___✓___✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓__________________ Dual Entry _✓_✓_✓✓_________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase ________________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (35) Bear Springs Dr Syn Green _ Free Action 254SR 434 Bear Spgs SR 434 Bear Spgs Date February 7, 2023 Done By Comm ID 1360 P2P Pattern Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\JVidal Max 2 Yel Clr _InSync _ Node #12076 Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 Cnf Phase _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ 776 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 17 123 _40 16 124 19 21 ________Hour _9 10 18 19 ___ Seq =1 _✓______________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 254 8 18 9 254 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =140 18 85 _37 19 84 18 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 19 116 _35 24 111 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________2 Action ________ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =130 19 72 _39 18 73 16 23 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 17 58 _35 16 59 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________3 Action ________ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =110 17 58 _35 16 59 16 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 17 58 _35 16 59 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________4 Action ________ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =110 17 58 _35 16 59 16 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________5 Action ________ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =_________________Hour _6 9 15 19 21 __ Seq =_________________P Min __30 15 ____ Mode ________________L Action 254 1 3 4 5 254 __ Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________6 Action ________ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =_________________Hour _8 9 17 20 ___ Seq =_________________P Min __30 30 30 ___ Mode ________________L Action 254 6 16 7 254 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 76 _37 16 77 18 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Coordination Splits 1-16 Day Plans 1-8 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 777 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 20 131 _39 26 125 20 19 ________Hour ________ Seq =1 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 76 _37 16 77 18 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 20 131 _39 26 125 20 19 ________Hour ________ Seq =1 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 778 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 20 1 1 2 _1 __12 22 _____✓✓________ Pattern - 2 __________________________ Pattern - 3 140 29 3 1 2 _2 __12 22 ____✓✓✓________ Pattern - 4 170 79 4 1 2 _1 __12 22 _____✓✓________ Pattern - 5 130 11 5 1 2 _1 __12 22 _____✓✓________ Pattern - 6 110 58 6 1 2 _1 __12 22 _____✓✓________ Pattern - 7 110 52 7 1 2 _1 __12 22 _____✓✓________ Pattern - 8 110 58 8 1 2 _1 __12 22 _____✓✓________ Pattern - 9 110 52 9 1 2 _1 __12 22 _____✓✓________ Pattern - 10 __________________________ Pattern - 11 __________________________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 19 16 1 2 _1 __12 22 _____✓✓________ Pattern - 17 190 155 17 1 2 _1 __12 22 _____✓✓________ Pattern - 18 130 19 18 1 2 _1 __12 22 _____✓✓________ Pattern - 19 190 138 19 1 2 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 __________________________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ 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 - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 6 __________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 8 ___________________ Detector 7 4 _8 _________________ Detector 8 5 2 __________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 7 ___________________ Detector 14 8 _8 _________________ Detector 15 ____________________ Detector 16 ____________________ 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 33 34 35 36 23 24 25 26 27 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 BIU-4 49 50 51 52 53 779 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________8 ____________4 8 __ Pre Run 4 ON ________4 7 ___________4 8 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 P4 6 4 7 1 P6 P6 5 6 P4 W E P4 P8 1 2 4 5 P2 P2 8 2 P4 P8 P2 P2 1 2 3 4 5 6 7 8 Bear Springs Dr. N SR 434 S Cabinet Mc Lead's Way Seq 1 Ring 1 Ring 2 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase Phases 1 & 5 are 5_sec and use Det switching.Patterns 17 and 19 are used for SR 417 Diversion Routes. Phase 7 extended with sourcing if no call on 8. Intersection set up with concurent sides.Intersection re-timed Feb 2020. 780 Name Direction WL ET _ST EL WT _NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ___4 5 ___ Min Green 6 15 _8 6 15 _8 ___________8 6 ___ Passage 4 5 _5 5 5 _4 ___________10 7 ___ Max 1 20 120 _35 45 85 _35 ___________80 50 ___ Max 2 20 70 _35 20 70 _20 ___________80 50 ___ Yellow Clr 4.8 4.8 _3.4 4.8 4.8 _3.4 ___________3.4 4.8 ___ Red Clr 2.8 2.8 _2.9 2.8 2.8 _2.9 ___________2.9 2.8 ___ Walk _7 _7 _7 _7 ___________7 ____ Ped Clear _28 _31 _26 _32 ___________31 ____ 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 ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (34) Central Winds Syn Green _ Free Action 254SR 434 Cntrl Wnds SR 434 Cntrl Wnds Date February 6, 2023 Done By Comm ID 1355 P2P Pattern Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\JVidal Max 2 Yel Clr _InSync _ Node #10641 Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 Cnf Phase _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ 781 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 21 109 _50 42 88 _50 ________Hour _9 10 18 19 ___ Seq =3 _____✓__________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 254 8 18 9 254 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =140 17 96 _27 31 82 _27 ________Hour _6 6 7 7 8 8 9 Seq =1 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =170 25 119 _26 40 104 _26 ________N Hour 9 14 14 15 15 16 19 21 Seq =2 _✓______________Min 30 20 45 _15 ___ Mode _MAX ___MAX __________2 Action 3 13 3 13 14 4 5 254 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 17 68 _45 20 65 _45 ________Hour _6 6 7 7 8 8 9 Seq =2 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =110 19 45 _46 21 43 _46 ________N Hour 9 14 14 15 15 16 19 21 Seq =2 _✓______________Min 30 20 45 _15 ___ Mode _MAX ___MAX __________3 Action 3 13 3 13 14 4 5 254 Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 20 44 _46 19 45 _46 ________Hour _6 6 7 7 8 8 9 Seq =2 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =110 19 45 _46 21 43 _46 ________N Hour 9 13 13 14 14 15 19 21 Seq =2 _✓______________Min 30 15 45 _45 15 __ Mode _MAX ___MAX __________4 Action 3 13 3 13 3 4 5 254 Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 20 44 _46 19 45 _46 ________Hour _6 6 7 7 8 8 9 Seq =2 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =_________________N Hour 9 14 14 15 15 16 19 21 Seq =_________________Min 30 20 45 _15 ___ Mode ________________5 Action 3 13 3 13 14 4 5 254 Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =180 18 128 _34 74 72 _34 ________Hour _6 6 7 7 8 8 9 Seq =3 _____✓__________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =_________________N Hour 9 14 14 15 15 16 19 21 Seq =_________________Min 30 20 45 _15 ___ Mode ________________6 Action 3 13 3 13 14 4 5 254 Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =140 25 55 _60 30 50 _60 ________Hour _8 9 17 20 ___ Seq =1 _✓______________P Min __30 30 30 ___ Mode _MAX ___MAX __________L Action 254 6 16 7 254 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 25 85 _60 40 70 _60 ________N Hour ________ Seq =2 _✓______________Min ________ Mode _MAX ___MAX __________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =_________________Hour _6 6 7 7 8 8 9 Seq =_________________P Min __30 15 45 _20 _ Mode ________________L Action 254 1 11 21 1 11 21 1 Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =130 17 67 _46 19 65 _46 ________N Hour 9 11 12 15 15 16 19 21 Seq =3 _____✓__________Min 30 _45 _15 ___ Mode _MAX ___MAX __________8 Action 3 13 3 13 14 4 5 254 Coordination Splits 1-16 Day Plans 1-8 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 782 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 21 139 _30 29 131 _30 ________Hour ________ Seq =3 _____✓__________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 67 _46 19 65 _46 ________N Hour ________ Seq =3 _____✓__________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 21 139 _30 29 131 _30 ________Hour ________ Seq =3 _____✓__________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =180 18 97 _65 39 76 _65 ________Hour ________ Seq =3 _____✓__________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 783 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 35 1 3 6 _1 __12 22 _____✓✓________ Pattern - 2 __________________________ Pattern - 3 140 77 3 1 2 _1 __12 22 _____✓✓________ Pattern - 4 170 37 4 2 2 _1 __12 22 _____✓✓________ Pattern - 5 130 90 5 2 2 _1 __12 22 _____✓✓________ Pattern - 6 110 13 6 2 2 _2 __12 22 ____✓✓✓________ Pattern - 7 110 1 7 2 2 _2 __12 22 ____✓✓✓________ Pattern - 8 110 13 8 2 2 _2 __12 22 ____✓✓✓________ Pattern - 9 110 1 9 2 2 _2 __12 22 ____✓✓✓________ Pattern - 10 __________________________ Pattern - 11 180 35 11 3 6 1 1 __12 22 _____✓✓________ Pattern - 12 __________________________ Pattern - 13 140 77 13 1 2 1 1 __12 22 _____✓✓________ Pattern - 14 170 37 14 2 2 1 1 __12 22 _____✓✓________ Pattern - 15 __________________________ Pattern - 16 130 17 16 3 6 _2 __12 22 ____✓✓✓________ Pattern - 17 190 146 17 3 6 _1 __12 22 _____✓✓________ Pattern - 18 130 17 18 3 6 _2 __12 22 ____✓✓✓________ Pattern - 19 190 138 19 3 6 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 180 35 21 3 6 1 1 __12 22 _____✓✓________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ 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 - 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 4 _10 _________________ Detector 8 5 ___________________ Detector 9 5 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 6 ___________________ Detector 14 4 ___________________ Detector 15 8 _10 _________________ Detector 16 ____________________ 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 33 34 35 36 23 24 25 26 27 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 BIU-4 49 50 51 52 53 784 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 5 6 4 W E 1 2 8 5 P2 P2 P4 P8 2 P2 P2 1 2 3 4 5 6 7 8 P6 P6 P6 P6 P4 P8 6 6 5 4 1 2 2 8 P2 P2 P2 P2 P4 P8 1 2 3 4 6 5 7 8 P6 P6 P6 P6 P4 P8 5 6 6 4 2 2 1 8 P2 P2 P2 P2 P4 P8 2 1 3 4 5 6 7 8 Seq 3 Ring 1 Ring 2 SR 434 Central Winds Heritage Park Dr Seq 2 Ring 1 Ring 2 SR 434 Central Winds Heritage Park Dr Central Winds N SR 434 S Heritage Park Dr Cabinet Seq 1 Ring 1 Ring 2 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase Intersection re-timed Feb 2020. traffic. Protected LT's for main street added June 2018.Pattern 17 and 19 are used for SR 417 Diversion Routes. Intersection set up with concurent sides.Patterns 11, 21, 13 & 14 used for schools rush time and use alt time table 1 with Mainstreet LT's are Protected and lock detected. 10sec passage extension for phase 4 and 7sec for phase 5 for schools' rush hour Day Plan 8 used for early dismissal from school at request of principals. 785 APPENDIX D Existing HCS Capacity Worksheets 786 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1a Tuskawilla & Trotwood Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 103 6 70 61 5 128 17 701 10 37 654 62 Signal Information Green Yellow Red 2.4 1.6 51.5 5.0 2.5 11.1 4.8 0.0 4.8 3.4 0.0 3.4 2.0 0.0 2.0 2.2 0.0 3.2 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 13.1 20.2 10.6 17.7 9.2 58.3 10.8 59.9 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.6 4.3 4.6 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 7.4 6.6 5.2 10.9 2.5 3.0 Green Extension Time ( g e ), s 0.0 0.6 0.0 0.3 0.0 0.0 0.0 0.0 Phase Call Probability 0.96 1.00 0.84 1.00 0.40 0.67 Max Out Probability 1.00 0.04 1.00 1.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 112 83 66 145 18 387 385 40 395 383 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1630 1810 1594 1810 1885 1876 1767 1856 1799 Queue Service Time ( g s ), s 5.4 4.6 3.2 8.9 0.5 12.5 12.5 1.0 12.7 12.7 Cycle Queue Clearance Time ( g c ), s 5.4 4.6 3.2 8.9 0.5 12.5 12.5 1.0 12.7 12.7 Green Ratio ( g/C )0.18 0.14 0.16 0.11 0.54 0.52 0.52 0.56 0.53 0.53 Capacity ( c ), veh/h 229 222 257 178 386 971 966 413 986 956 Volume-to-Capacity Ratio ( X )0.488 0.373 0.258 0.814 0.048 0.399 0.399 0.097 0.401 0.401 Back of Queue ( Q ), ft/ln ( 95 th percentile)113.2 87.3 66.1 196.2 8.1 227.3 225 17.5 228.6 218.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)4.5 3.5 2.6 7.7 0.3 9.0 9.0 0.7 8.9 8.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 36.1 39.3 36.5 43.4 11.6 14.8 14.8 10.9 13.9 14.0 Incremental Delay ( d 2 ), s/veh 1.6 1.0 0.5 15.9 0.1 1.2 1.2 0.1 1.2 1.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 37.7 40.4 37.1 59.3 11.7 16.0 16.0 11.0 15.2 15.2 Level of Service (LOS)D D D E B B B B B B Approach Delay, s/veh / LOS 38.8 D 52.3 D 15.9 B 15.0 B Intersection Delay, s/veh / LOS 21.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 2.30 B 1.90 B 1.89 B Bicycle LOS Score / LOS 0.81 A 0.84 A 1.14 A 1.16 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 10:41:17 AM 787 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1b Tuskawilla & Trotwood Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 56 11 55 70 7 85 80 701 10 86 879 79 Signal Information Green Yellow Red 5.5 55.3 5.2 8.2 0.0 0.0 4.8 4.8 3.4 3.4 0.0 0.0 2.0 2.0 2.2 3.2 0.0 0.0 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 10.8 14.8 10.8 14.8 12.2 62.1 12.3 62.2 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.5 4.3 4.5 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 4.9 6.0 5.6 7.8 3.9 4.1 Green Extension Time ( g e ), s 0.0 0.4 0.1 0.4 0.2 0.0 0.2 0.0 Phase Call Probability 0.80 1.00 0.87 1.00 0.90 0.92 Max Out Probability 1.00 0.02 1.00 0.05 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 58 69 73 96 83 371 369 90 506 492 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1652 1810 1616 1795 1841 1831 1795 1885 1830 Queue Service Time ( g s ), s 2.9 4.0 3.6 5.8 1.9 11.3 11.3 2.1 16.4 16.4 Cycle Queue Clearance Time ( g c ), s 2.9 4.0 3.6 5.8 1.9 11.3 11.3 2.1 16.4 16.4 Green Ratio ( g/C )0.13 0.08 0.13 0.08 0.61 0.55 0.55 0.61 0.55 0.55 Capacity ( c ), veh/h 188 135 196 132 380 1019 1013 490 1045 1014 Volume-to-Capacity Ratio ( X )0.310 0.510 0.373 0.727 0.219 0.364 0.365 0.183 0.485 0.485 Back of Queue ( Q ), ft/ln ( 95 th percentile)62 79.5 76.6 118.9 31.2 206 198.9 33.2 276.2 268.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.4 3.2 3.1 4.7 1.2 8.0 8.0 1.3 11.0 10.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 39.3 44.0 39.3 44.8 10.0 12.5 12.5 8.8 13.6 13.6 Incremental Delay ( d 2 ), s/veh 0.9 3.0 1.2 7.4 0.3 1.0 1.0 0.2 1.6 1.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 40.3 47.0 40.5 52.3 10.3 13.5 13.5 9.0 15.2 15.2 Level of Service (LOS)D D D D B B B A B B Approach Delay, s/veh / LOS 43.9 D 47.2 D 13.2 B 14.7 B Intersection Delay, s/veh / LOS 18.3 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 1.89 B 1.89 B Bicycle LOS Score / LOS 0.70 A 0.77 A 1.17 A 1.38 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 10:41:17 AM 788 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Existing AM Peak Peak Hour Factor 0.96 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 44 14 0 753 57 8 10 695 2 Percent Heavy Vehicles (%)0 0 0 5 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.60 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.55 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 46 15 0 19 Capacity, c (veh/h)640 244 586 886 566 v/c Ratio 0.00 0.19 0.02 0.00 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.7 0.1 0.0 0.1 Control Delay (s/veh)10.6 23.1 11.3 9.1 0.0 11.6 Level of Service (LOS)B C B A A B Approach Delay (s/veh)10.6 20.2 0.0 0.3 Approach LOS B C A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/22/2023 11:10:00 AM2a Tuskawilla & Michael Blake Existing AM Peak.xtw 789 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Existing PM Peak Peak Hour Factor 0.97 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 30 4 0 861 85 24 19 1006 0 Percent Heavy Vehicles (%)0 0 0 3 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.56 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.53 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 31 4 0 44 Capacity, c (veh/h)507 183 531 678 450 v/c Ratio 0.00 0.17 0.01 0.00 0.10 95% Queue Length, Q₉₅ (veh)0.0 0.6 0.0 0.0 0.3 Control Delay (s/veh)12.1 28.6 11.8 10.3 0.0 13.9 Level of Service (LOS)B D B B A B Approach Delay (s/veh)12.1 26.6 0.0 0.6 Approach LOS B D A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/22/2023 11:10:58 AM2b Tuskawilla & Michael Blake Existing PM Peak.xtw 790 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3a Tuskawilla & SR 434 Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 893 400 163 1145 6 621 58 167 46 43 29 Signal Information Green Yellow Red 4.8 3.3 55.5 7.2 30.9 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.6 63.3 23.7 74.5 39.8 16.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 4.0 Queue Clearance Time ( g s ), s 5.2 15.5 27.5 7.0 Green Extension Time ( g e ), s 0.1 0.0 0.4 0.0 3.4 0.3 Phase Call Probability 0.80 1.00 1.00 0.99 Max Out Probability 0.00 0.00 0.04 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 41 930 417 170 600 599 647 234 65 58 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1738 1560 1767 1841 1837 1743 1650 1832 1738 Queue Service Time ( g s ), s 3.2 32.0 20.6 13.5 36.9 36.9 25.5 18.6 5.0 4.7 Cycle Queue Clearance Time ( g c ), s 3.2 32.0 20.6 13.5 36.9 36.9 25.5 18.6 5.0 4.7 Green Ratio ( g/C )0.03 0.39 0.60 0.11 0.47 0.47 0.22 0.22 0.05 0.05 Capacity ( c ), veh/h 61 1350 943 197 858 857 754 357 92 87 Volume-to-Capacity Ratio ( X )0.668 0.689 0.442 0.862 0.699 0.699 0.857 0.656 0.704 0.667 Back of Queue ( Q ), ft/ln ( 95 th percentile)74.2 514.3 302.4 274.6 607.6 588.4 429.2 312.4 114.1 101.7 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.0 19.8 11.7 10.7 23.5 23.5 17.0 12.3 4.6 4.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 68.3 36.5 15.2 62.5 30.2 30.2 53.9 51.2 66.9 66.7 Incremental Delay ( d 2 ), s/veh 11.9 2.9 1.5 10.6 4.7 4.7 5.0 2.1 9.4 8.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 80.2 39.4 16.7 73.0 34.9 34.9 58.9 53.2 76.3 75.2 Level of Service (LOS)F D B E C C E D E E Approach Delay, s/veh / LOS 33.8 C 39.7 D 57.4 E 75.7 E Intersection Delay, s/veh / LOS 42.8 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.92 B 2.33 B 2.46 B Bicycle LOS Score / LOS 1.63 B 1.62 B 1.94 B 0.59 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/25/2023 8:32:07 AM 791 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3b Tuskawilla & SR 434 Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 89 1089 692 192 1115 28 626 115 136 87 110 30 Signal Information Green Yellow Red 11.1 2.9 72.8 14.1 37.8 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 18.9 80.6 29.7 91.4 46.7 23.0 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.0 4.0 Queue Clearance Time ( g s ), s 11.1 21.4 34.2 13.8 Green Extension Time ( g e ), s 0.2 0.0 0.5 0.0 3.6 0.3 Phase Call Probability 0.99 1.00 1.00 1.00 Max Out Probability 0.00 0.00 0.03 0.41 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 91 1111 706 196 586 581 639 256 122 110 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1795 1598 1795 1856 1839 1730 1718 1833 1809 Queue Service Time ( g s ), s 9.1 48.1 55.0 19.4 44.5 44.5 32.2 24.9 11.8 10.7 Cycle Queue Clearance Time ( g c ), s 9.1 48.1 55.0 19.4 44.5 44.5 32.2 24.9 11.8 10.7 Green Ratio ( g/C )0.06 0.40 0.61 0.12 0.46 0.46 0.21 0.21 0.08 0.08 Capacity ( c ), veh/h 110 1452 982 218 861 854 726 361 144 142 Volume-to-Capacity Ratio ( X )0.824 0.765 0.719 0.898 0.680 0.680 0.880 0.710 0.846 0.776 Back of Queue ( Q ), ft/ln ( 95 th percentile)205.3 744.8 722.3 376.1 726.8 705.8 535 417.1 263.7 233.3 Back of Queue ( Q ), veh/ln ( 95 th percentile)8.1 29.6 28.7 14.9 28.4 28.2 21.1 16.6 10.5 9.3 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 83.5 46.2 24.0 78.0 37.7 37.7 68.9 66.0 81.9 81.4 Incremental Delay ( d 2 ), s/veh 14.1 3.9 4.5 15.0 4.3 4.3 6.7 2.7 21.6 12.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 97.5 50.1 28.5 93.0 42.0 42.1 75.6 68.7 103.5 94.3 Level of Service (LOS)F D C F D D E E F F Approach Delay, s/veh / LOS 44.4 D 49.4 D 73.6 E 99.1 F Intersection Delay, s/veh / LOS 54.8 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 1.93 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.06 B 1.61 B 1.96 B 0.68 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/25/2023 8:33:21 AM 792 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd Analysis Year 2023 North/South Street SR 434 Time Analyzed Existing AM Peak Peak Hour Factor 0.98 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 1 1 0 1 1 0 0 1 2 1 0 1 2 0 Configuration L TR L TR L T R L T TR Volume (veh/h)2 3 70 139 9 81 1 35 1166 74 6 74 1018 7 Percent Heavy Vehicles (%)0 0 1 0 0 1 0 3 0 1 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.92 7.50 6.50 6.92 6.40 4.16 6.40 4.12 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.5 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.31 3.50 4.00 3.31 2.50 2.23 2.50 2.21 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 74 142 92 37 82 Capacity, c (veh/h)95 415 104 336 630 490 v/c Ratio 0.02 0.18 1.36 0.27 0.06 0.17 95% Queue Length, Q₉₅ (veh)0.1 0.6 10.0 1.1 0.2 0.6 Control Delay (s/veh)43.5 15.6 286.7 19.7 11.1 13.8 Level of Service (LOS)E C F C B B Approach Delay (s/veh)16.3 181.8 0.3 1.0 Approach LOS C F A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/25/2023 8:39:55 AM4a SR 434 & Michael Blake Existing AM Peak.xtw 793 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd Analysis Year 2023 North/South Street SR 434 Time Analyzed Existing PM Peak Peak Hour Factor 0.98 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 1 1 0 1 1 0 0 1 2 1 0 1 2 0 Configuration L TR L TR L T R L T TR Volume (veh/h)10 10 99 73 4 53 0 44 1260 111 31 86 1220 18 Percent Heavy Vehicles (%)0 0 1 0 0 0 0 2 0 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.92 7.50 6.50 6.90 4.14 6.40 4.14 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.31 3.50 4.00 3.30 2.22 2.50 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 111 74 58 45 119 Capacity, c (veh/h)55 219 57 286 546 346 v/c Ratio 0.18 0.51 1.30 0.20 0.08 0.35 95% Queue Length, Q₉₅ (veh)0.6 2.6 6.5 0.7 0.3 1.5 Control Delay (s/veh)84.2 37.3 338.8 20.8 12.2 20.8 Level of Service (LOS)F E F C B C Approach Delay (s/veh)41.2 199.4 0.4 1.8 Approach LOS E F A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/25/2023 8:41:01 AM4b SR 434 & Michael Blake Existing PM Peak.xtw 794 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5a SR 434 & Bear Springs Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 27 1252 2 29 1621 86 19 1 18 72 1 43 Signal Information Green Yellow Red 4.1 0.2 105.6 8.6 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 11.9 113.4 12.1 113.5 17.5 0.0 17.5 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 2.6 4.5 4.0 8.2 Green Extension Time ( g e ), s 0.1 0.0 0.1 0.0 0.5 0.0 0.5 Phase Call Probability 0.69 0.71 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 29 682 681 32 929 926 22 20 79 47 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1739 1841 1840 1810 1856 1822 1462 1547 1449 1547 Queue Service Time ( g s ), s 0.6 22.0 22.0 2.5 37.4 38.5 0.0 1.7 6.0 4.2 Cycle Queue Clearance Time ( g c ), s 0.6 22.0 22.0 2.5 37.4 38.5 2.0 1.7 6.2 4.2 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.74 0.74 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 211 1359 1358 54 1372 1347 137 94 138 94 Volume-to-Capacity Ratio ( X )0.139 0.502 0.502 0.581 0.677 0.687 0.158 0.209 0.576 0.499 Back of Queue ( Q ), ft/ln ( 95 th percentile)12.8 323.5 323.4 56.9 505.4 500.1 34.4 32.6 131.7 81 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.5 12.5 12.5 2.3 19.7 20.0 1.4 1.3 5.3 3.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 10.4 7.8 7.8 68.5 9.7 9.9 64.0 63.9 66.8 65.1 Incremental Delay ( d 2 ), s/veh 0.3 1.3 1.3 9.5 2.7 2.9 0.5 1.1 3.8 4.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 10.7 9.1 9.1 78.0 12.4 12.8 64.6 65.0 70.5 69.2 Level of Service (LOS)B A A E B B E E E E Approach Delay, s/veh / LOS 9.1 A 13.7 B 64.8 E 70.0 E Intersection Delay, s/veh / LOS 14.5 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.64 B 2.04 B 0.56 A 0.70 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 11:41:04 AM 795 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5b SR 434 & Bear Springs Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 92 1718 15 29 1529 122 11 3 21 72 1 37 Signal Information Green Yellow Red 4.1 1.7 104.5 8.2 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 13.7 114.0 11.9 112.3 17.1 0.0 17.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 3.8 4.3 3.9 7.8 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.4 0.0 0.4 Phase Call Probability 0.98 0.69 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 94 885 884 30 848 837 14 21 74 38 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1767 1856 1850 1810 1856 1807 1543 1547 1447 1547 Queue Service Time ( g s ), s 1.8 33.5 33.7 2.3 32.4 33.2 0.0 1.9 5.8 3.4 Cycle Queue Clearance Time ( g c ), s 1.8 33.5 33.7 2.3 32.4 33.2 1.1 1.9 5.8 3.4 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.73 0.73 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 267 1378 1374 52 1356 1320 133 88 133 88 Volume-to-Capacity Ratio ( X )0.351 0.642 0.643 0.564 0.625 0.634 0.107 0.242 0.561 0.427 Back of Queue ( Q ), ft/ln ( 95 th percentile)39 457.8 462.7 53.3 451.3 442.5 22.5 36.1 6.1 65.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)1.5 17.9 17.9 2.1 17.6 17.7 0.9 1.4 0.2 2.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 9.7 9.1 9.1 68.5 9.6 9.7 64.1 64.5 67.0 65.2 Incremental Delay ( d 2 ), s/veh 0.8 2.3 2.3 9.1 2.2 2.3 0.4 1.4 3.7 3.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 10.4 11.4 11.4 77.7 11.7 12.0 64.4 65.9 70.7 68.4 Level of Service (LOS)B B B E B B E E E E Approach Delay, s/veh / LOS 11.3 B 13.0 B 65.3 E 69.9 E Intersection Delay, s/veh / LOS 14.4 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 2.02 B 1.90 B 0.55 A 0.67 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 11:41:04 AM 796 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.90 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6a SR 434 & Heritage Park Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 208 1143 45 43 1357 199 43 15 57 159 15 191 Signal Information Green Yellow Red 6.2 11.5 94.8 35.2 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 33.3 121.9 14.0 102.6 44.1 44.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.8 6.7 34.0 32.7 Green Extension Time ( g e ), s 0.6 0.0 0.1 0.0 1.2 1.4 Phase Call Probability 1.00 0.91 1.00 1.00 Max Out Probability 0.00 0.00 0.35 0.22 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 231 664 656 48 872 857 48 80 177 229 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1826 1801 1810 1841 1759 1170 1598 1339 1565 Queue Service Time ( g s ), s 22.8 37.6 37.7 4.7 76.7 80.8 7.2 7.6 23.1 24.8 Cycle Queue Clearance Time ( g c ), s 22.8 37.6 37.7 4.7 76.7 80.8 32.0 7.6 30.7 24.8 Green Ratio ( g/C )0.14 0.63 0.63 0.03 0.53 0.53 0.20 0.20 0.20 0.20 Capacity ( c ), veh/h 254 1158 1142 62 970 927 108 313 246 306 Volume-to-Capacity Ratio ( X )0.910 0.573 0.574 0.772 0.900 0.924 0.442 0.256 0.719 0.748 Back of Queue ( Q ), ft/ln ( 95 th percentile)434.4 588 578.5 112.7 1206. 8 1194. 8 101.3 146.2 327.7 409.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)17.2 22.6 22.4 4.5 46.8 47.8 4.1 5.6 13.1 15.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.1 18.9 19.0 86.2 38.3 39.3 83.2 61.3 74.3 68.2 Incremental Delay ( d 2 ), s/veh 17.1 2.1 2.1 18.1 12.9 16.1 2.8 0.4 6.9 7.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 93.2 21.0 21.1 104.3 51.2 55.4 86.1 61.7 81.2 75.4 Level of Service (LOS)F C C F D E F E F E Approach Delay, s/veh / LOS 31.8 C 54.7 D 70.8 E 77.9 E Intersection Delay, s/veh / LOS 48.4 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.90 B 1.92 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.77 B 1.95 B 0.70 A 1.16 A 797 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.97 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6b SR 434 & Heritage Park Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 218 1676 31 54 1337 199 23 2 58 98 6 147 Signal Information Green Yellow Red 7.1 10.0 107.1 23.5 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 32.7 132.7 14.9 114.9 32.4 32.4 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.2 7.5 22.3 21.2 Green Extension Time ( g e ), s 0.7 0.0 0.1 0.0 1.1 1.2 Phase Call Probability 1.00 0.94 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 225 881 879 56 803 781 24 62 101 158 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1873 1810 1870 1786 1248 1618 1362 1607 Queue Service Time ( g s ), s 22.2 48.4 48.8 5.5 54.9 56.7 3.4 6.2 13.0 17.0 Cycle Queue Clearance Time ( g c ), s 22.2 48.4 48.8 5.5 54.9 56.7 20.3 6.2 19.2 17.0 Green Ratio ( g/C )0.14 0.69 0.69 0.04 0.59 0.59 0.13 0.13 0.13 0.13 Capacity ( c ), veh/h 249 1307 1298 72 1112 1062 86 212 172 211 Volume-to-Capacity Ratio ( X )0.904 0.674 0.677 0.776 0.722 0.735 0.275 0.292 0.588 0.749 Back of Queue ( Q ), ft/ln ( 95 th percentile)412.8 704.2 722.3 129.3 837.1 817.2 50.3 117.5 206 295.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)16.4 27.9 28.0 5.2 33.0 32.7 2.0 4.7 8.2 11.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.4 15.9 16.0 85.6 25.9 26.3 85.1 70.7 79.3 75.4 Incremental Delay ( d 2 ), s/veh 11.6 2.8 2.8 16.2 4.1 4.5 1.7 0.8 3.2 5.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 88.0 18.7 18.8 101.8 30.0 30.8 86.8 71.4 82.5 80.6 Level of Service (LOS)F B B F C C F E F F Approach Delay, s/veh / LOS 26.6 C 32.8 C 75.7 E 81.3 F Intersection Delay, s/veh / LOS 33.8 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.88 B 1.91 B 2.33 B 2.33 B Bicycle LOS Score / LOS 2.12 B 1.84 B 0.63 A 0.91 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 11:59:57 AM 798 APPENDIX E Projected HCS Capacity Worksheets 799 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1a Tuskawilla & Trotwood Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 103 6 70 61 5 128 17 768 10 37 712 62 Signal Information Green Yellow Red 2.4 1.6 51.5 5.0 2.5 11.1 4.8 0.0 4.8 3.4 0.0 3.4 2.0 0.0 2.0 2.2 0.0 3.2 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 13.1 20.2 10.6 17.7 9.2 58.3 10.8 59.9 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.6 4.3 4.6 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 7.4 6.6 5.2 10.9 2.5 3.0 Green Extension Time ( g e ), s 0.0 0.6 0.0 0.3 0.0 0.0 0.0 0.0 Phase Call Probability 0.96 1.00 0.84 1.00 0.40 0.67 Max Out Probability 1.00 0.04 1.00 1.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 112 83 66 145 18 424 422 40 427 415 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1630 1810 1594 1810 1885 1876 1767 1856 1803 Queue Service Time ( g s ), s 5.4 4.6 3.2 8.9 0.5 14.1 14.1 1.0 14.0 14.0 Cycle Queue Clearance Time ( g c ), s 5.4 4.6 3.2 8.9 0.5 14.1 14.1 1.0 14.0 14.0 Green Ratio ( g/C )0.18 0.14 0.16 0.11 0.54 0.52 0.52 0.56 0.53 0.53 Capacity ( c ), veh/h 229 222 257 178 362 971 967 385 986 958 Volume-to-Capacity Ratio ( X )0.488 0.373 0.258 0.814 0.051 0.436 0.436 0.104 0.433 0.433 Back of Queue ( Q ), ft/ln ( 95 th percentile)113.2 87.3 66.1 196.2 8.2 249.3 246.8 17.6 247.8 236.9 Back of Queue ( Q ), veh/ln ( 95 th percentile)4.5 3.5 2.6 7.7 0.3 9.9 9.9 0.7 9.7 9.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 36.1 39.3 36.5 43.4 11.8 15.2 15.2 11.2 14.3 14.3 Incremental Delay ( d 2 ), s/veh 1.6 1.0 0.5 15.9 0.1 1.4 1.4 0.1 1.4 1.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 37.7 40.4 37.1 59.3 11.8 16.6 16.6 11.3 15.6 15.7 Level of Service (LOS)D D D E B B B B B B Approach Delay, s/veh / LOS 38.8 D 52.3 D 16.5 B 15.5 B Intersection Delay, s/veh / LOS 21.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 2.30 B 1.90 B 1.89 B Bicycle LOS Score / LOS 0.81 A 0.84 A 1.20 A 1.21 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:17:27 AM 800 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1b Tuskawilla & Trotwood Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 56 11 55 70 7 85 80 771 10 86 944 79 Signal Information Green Yellow Red 5.5 55.3 5.2 8.2 0.0 0.0 4.8 4.8 3.4 3.4 0.0 0.0 2.0 2.0 2.2 3.2 0.0 0.0 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 10.8 14.8 10.8 14.8 12.2 62.1 12.3 62.2 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.5 4.3 4.5 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 4.9 6.0 5.6 7.8 3.9 4.1 Green Extension Time ( g e ), s 0.0 0.4 0.1 0.4 0.2 0.0 0.2 0.0 Phase Call Probability 0.80 1.00 0.87 1.00 0.90 0.92 Max Out Probability 1.00 0.02 1.00 0.05 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 58 69 73 96 83 408 406 90 540 525 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1652 1810 1616 1795 1841 1832 1795 1885 1833 Queue Service Time ( g s ), s 2.9 4.0 3.6 5.8 1.9 12.7 12.7 2.1 17.9 17.9 Cycle Queue Clearance Time ( g c ), s 2.9 4.0 3.6 5.8 1.9 12.7 12.7 2.1 17.9 17.9 Green Ratio ( g/C )0.13 0.08 0.13 0.08 0.61 0.55 0.55 0.61 0.55 0.55 Capacity ( c ), veh/h 188 135 196 132 359 1019 1014 459 1045 1016 Volume-to-Capacity Ratio ( X )0.310 0.510 0.373 0.727 0.232 0.400 0.400 0.195 0.517 0.517 Back of Queue ( Q ), ft/ln ( 95 th percentile)62 79.5 76.6 118.9 31.3 226.3 219 33.2 298 289.6 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.4 3.2 3.1 4.7 1.2 8.8 8.8 1.3 11.8 11.6 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 39.3 44.0 39.3 44.8 10.4 12.8 12.8 9.0 13.9 13.9 Incremental Delay ( d 2 ), s/veh 0.9 3.0 1.2 7.4 0.3 1.2 1.2 0.2 1.8 1.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 40.3 47.0 40.5 52.3 10.7 14.0 14.0 9.2 15.8 15.8 Level of Service (LOS)D D D D B B B A B B Approach Delay, s/veh / LOS 43.9 D 47.2 D 13.7 B 15.3 B Intersection Delay, s/veh / LOS 18.5 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 1.89 B 1.89 B Bicycle LOS Score / LOS 0.70 A 0.77 A 1.23 A 1.44 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:18:16 AM 801 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Projected AM Peak Peak Hour Factor 0.96 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 95 14 0 820 63 8 28 707 2 Percent Heavy Vehicles (%)0 0 0 5 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.60 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.55 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 99 15 0 38 Capacity, c (veh/h)634 216 554 877 611 v/c Ratio 0.00 0.46 0.03 0.00 0.06 95% Queue Length, Q₉₅ (veh)0.0 2.2 0.1 0.0 0.2 Control Delay (s/veh)10.7 35.1 11.7 9.1 0.0 11.3 Level of Service (LOS)B E B A A B Approach Delay (s/veh)10.7 32.1 0.0 0.5 Approach LOS B D A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/26/2023 11:19:06 AM2a Tuskawilla & Michael Blake Projected AM Peak.xtw 802 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Projected PM Peak Peak Hour Factor 0.97 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 80 4 0 931 91 24 37 1027 0 Percent Heavy Vehicles (%)0 0 0 3 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.56 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.53 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 82 4 0 63 Capacity, c (veh/h)499 161 501 666 459 v/c Ratio 0.00 0.51 0.01 0.00 0.14 95% Queue Length, Q₉₅ (veh)0.0 2.5 0.0 0.0 0.5 Control Delay (s/veh)12.2 48.9 12.2 10.4 0.0 14.1 Level of Service (LOS)B E B B A B Approach Delay (s/veh)12.2 47.2 0.0 0.8 Approach LOS B E A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/26/2023 11:19:38 AM2b Tuskawilla & Michael Blake Projected PM Peak.xtw 803 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3a Tuskawilla & SR 434 Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 933 418 168 1175 6 672 60 170 48 43 29 Signal Information Green Yellow Red 4.8 3.7 52.9 7.3 33.1 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.6 60.7 24.1 72.2 42.0 16.2 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 4.0 Queue Clearance Time ( g s ), s 5.2 15.9 29.6 7.1 Green Extension Time ( g e ), s 0.1 0.0 0.4 0.0 3.5 0.3 Phase Call Probability 0.80 1.00 1.00 0.99 Max Out Probability 0.00 0.00 0.09 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 41 972 435 175 616 615 700 240 66 59 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1738 1560 1767 1841 1837 1743 1651 1830 1740 Queue Service Time ( g s ), s 3.2 35.0 22.1 13.9 39.5 39.5 27.6 18.7 5.1 4.8 Cycle Queue Clearance Time ( g c ), s 3.2 35.0 22.1 13.9 39.5 39.5 27.6 18.7 5.1 4.8 Green Ratio ( g/C )0.03 0.37 0.60 0.11 0.45 0.45 0.23 0.23 0.05 0.05 Capacity ( c ), veh/h 61 1286 938 202 829 828 807 382 93 89 Volume-to-Capacity Ratio ( X )0.668 0.756 0.464 0.867 0.743 0.743 0.867 0.627 0.707 0.668 Back of Queue ( Q ), ft/ln ( 95 th percentile)74.2 562.8 320.9 281.6 652.1 631.1 460.5 312.3 115.9 103.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.0 21.6 12.4 11.0 25.3 25.2 18.3 12.3 4.6 4.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 68.3 39.4 15.8 62.3 32.5 32.5 52.8 49.4 66.8 66.7 Incremental Delay ( d 2 ), s/veh 11.9 4.2 1.7 10.7 6.0 6.0 6.0 1.7 9.4 8.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 80.2 43.6 17.4 72.9 38.4 38.4 58.9 51.1 76.2 75.0 Level of Service (LOS)F D B E D D E D E E Approach Delay, s/veh / LOS 36.8 D 42.7 D 56.9 E 75.7 E Intersection Delay, s/veh / LOS 45.0 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.92 B 2.33 B 2.46 B Bicycle LOS Score / LOS 1.68 B 1.65 B 2.04 B 0.59 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:20:00 AM 804 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3b Tuskawilla & SR 434 Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 89 1131 710 197 1146 28 679 116 139 89 110 30 Signal Information Green Yellow Red 11.1 3.4 69.4 14.2 40.6 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 18.9 77.2 30.1 88.5 49.5 23.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.0 4.0 Queue Clearance Time ( g s ), s 11.1 21.9 36.9 13.9 Green Extension Time ( g e ), s 0.2 0.0 0.5 0.0 3.7 0.3 Phase Call Probability 0.99 1.00 1.00 1.00 Max Out Probability 0.00 0.00 0.06 0.44 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 91 1154 724 201 601 597 693 260 123 111 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1795 1598 1795 1856 1840 1730 1717 1832 1810 Queue Service Time ( g s ), s 9.1 52.4 58.1 19.9 47.6 47.7 34.9 24.9 11.9 10.8 Cycle Queue Clearance Time ( g c ), s 9.1 52.4 58.1 19.9 47.6 47.7 34.9 24.9 11.9 10.8 Green Ratio ( g/C )0.06 0.39 0.61 0.12 0.45 0.45 0.23 0.23 0.08 0.08 Capacity ( c ), veh/h 110 1385 977 223 832 825 780 387 145 143 Volume-to-Capacity Ratio ( X )0.826 0.833 0.742 0.902 0.723 0.723 0.888 0.672 0.847 0.776 Back of Queue ( Q ), ft/ln ( 95 th percentile)205.4 814.3 760.7 392.2 779.7 756.4 576.1 415.3 266 235.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)8.1 32.3 30.2 15.6 30.5 30.3 22.7 16.5 10.6 9.4 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 83.5 50.0 24.9 77.7 40.5 40.6 67.5 63.6 81.8 81.3 Incremental Delay ( d 2 ), s/veh 14.2 6.0 5.1 19.3 5.4 5.5 7.9 2.2 22.0 13.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 97.7 56.1 30.0 97.0 46.0 46.0 75.4 65.9 103.8 94.4 Level of Service (LOS)F E C F D D E E F F Approach Delay, s/veh / LOS 48.4 D 53.3 D 72.8 E 99.4 F Intersection Delay, s/veh / LOS 57.6 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 1.93 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.11 B 1.64 B 2.06 B 0.68 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:20:37 AM 805 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street Michale Blake Blvd Analysis Year 2023 North/South Street SR 434 Time Analyzed Projected AM Peak Peak Hour Factor 0.98 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 1 1 0 1 1 0 0 1 2 1 0 1 2 0 Configuration L TR L TR L T R L T TR Volume (veh/h)2 3 83 139 9 81 1 79 1197 74 10 74 1071 7 Percent Heavy Vehicles (%)0 0 1 0 0 1 0 3 0 1 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.92 7.50 6.50 6.92 6.40 4.16 6.40 4.12 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.5 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.31 3.50 4.00 3.31 2.50 2.23 2.50 2.21 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 88 142 92 82 86 Capacity, c (veh/h)73 385 76 289 612 445 v/c Ratio 0.03 0.23 1.86 0.32 0.13 0.19 95% Queue Length, Q₉₅ (veh)0.1 0.9 12.5 1.3 0.5 0.7 Control Delay (s/veh)55.6 17.1 525.4 23.2 11.8 15.0 Level of Service (LOS)F C F C B C Approach Delay (s/veh)18.0 328.0 0.7 1.1 Approach LOS C F A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/26/2023 11:21:21 AM4a SR 434 & Michael Blake Projected AM Peak.xtw 806 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street Michale Blake Blvd Analysis Year 2023 North/South Street SR 434 Time Analyzed Projected PM Peak Peak Hour Factor 0.99 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 1 1 0 1 1 0 0 1 2 1 0 1 2 0 Configuration L TR L TR L T R L T TR Volume (veh/h)10 10 112 73 4 53 0 87 1292 111 35 86 1276 18 Percent Heavy Vehicles (%)0 0 1 0 0 0 0 2 0 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.92 7.50 6.50 6.90 4.14 6.40 4.14 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.31 3.50 4.00 3.30 2.22 2.50 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 123 74 58 88 122 Capacity, c (veh/h)42 132 27 172 525 330 v/c Ratio 0.24 0.93 2.74 0.33 0.17 0.37 95% Queue Length, Q₉₅ (veh)0.8 6.3 8.9 1.4 0.6 1.7 Control Delay (s/veh)115.2 125.6 1092.6 36.0 13.2 22.2 Level of Service (LOS)F F F E B C Approach Delay (s/veh)124.8 629.3 0.8 1.9 Approach LOS F F A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/26/2023 11:21:52 AM4b SR 434 & Michael Blake Projected PM Peak.xtw 807 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5a SR 434 & Bear Springs Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 27 1310 2 29 1678 86 19 1 18 72 1 43 Signal Information Green Yellow Red 4.1 0.2 105.6 8.6 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 11.9 113.4 12.1 113.5 17.5 0.0 17.5 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 2.6 4.5 4.0 8.2 Green Extension Time ( g e ), s 0.1 0.0 0.1 0.0 0.5 0.0 0.5 Phase Call Probability 0.69 0.71 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 29 713 713 32 959 958 22 20 79 47 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1739 1841 1840 1810 1856 1824 1462 1547 1449 1547 Queue Service Time ( g s ), s 0.6 23.7 23.7 2.5 39.9 41.3 0.0 1.7 6.0 4.2 Cycle Queue Clearance Time ( g c ), s 0.6 23.7 23.7 2.5 39.9 41.3 2.0 1.7 6.2 4.2 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.74 0.74 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 200 1359 1358 54 1372 1348 137 94 138 94 Volume-to-Capacity Ratio ( X )0.147 0.525 0.525 0.581 0.699 0.711 0.158 0.209 0.576 0.499 Back of Queue ( Q ), ft/ln ( 95 th percentile)14.1 343.7 343.6 56.9 534.8 531.8 34.4 32.6 131.7 81 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.5 13.3 13.3 2.3 20.9 21.3 1.4 1.3 5.3 3.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 11.4 8.0 8.0 68.5 10.1 10.2 64.0 63.9 66.8 65.1 Incremental Delay ( d 2 ), s/veh 0.3 1.5 1.5 9.5 3.0 3.2 0.5 1.1 3.8 4.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 11.8 9.5 9.5 78.0 13.0 13.4 64.6 65.0 70.5 69.2 Level of Service (LOS)B A A E B B E E E E Approach Delay, s/veh / LOS 9.5 A 14.3 B 64.8 E 70.0 E Intersection Delay, s/veh / LOS 14.9 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.69 B 2.10 B 0.56 A 0.70 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:22:14 AM 808 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5b SR 434 & Bear Springs Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 92 1778 15 29 1581 122 11 3 21 72 1 37 Signal Information Green Yellow Red 4.1 1.7 104.5 8.2 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 13.7 114.0 11.9 112.3 17.1 0.0 17.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 3.8 4.3 3.9 7.8 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.4 0.0 0.4 Phase Call Probability 0.98 0.69 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 94 915 914 30 873 865 14 21 74 38 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1767 1856 1850 1810 1856 1809 1543 1547 1447 1547 Queue Service Time ( g s ), s 1.8 35.8 36.0 2.3 34.2 35.3 0.0 1.9 5.8 3.4 Cycle Queue Clearance Time ( g c ), s 1.8 35.8 36.0 2.3 34.2 35.3 1.1 1.9 5.8 3.4 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.73 0.73 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 256 1378 1374 52 1356 1321 133 88 133 88 Volume-to-Capacity Ratio ( X )0.366 0.664 0.666 0.564 0.644 0.654 0.107 0.242 0.561 0.427 Back of Queue ( Q ), ft/ln ( 95 th percentile)44 485.6 490.2 53.3 474.1 466.5 22.5 36.1 6.1 65.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)1.7 19.0 19.0 2.1 18.5 18.7 0.9 1.4 0.2 2.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 10.5 9.4 9.4 68.5 9.8 9.9 64.1 64.5 67.0 65.2 Incremental Delay ( d 2 ), s/veh 0.9 2.5 2.6 9.1 2.4 2.5 0.4 1.4 3.7 3.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 11.4 11.9 11.9 77.7 12.2 12.5 64.4 65.9 70.7 68.4 Level of Service (LOS)B B B E B B E E E E Approach Delay, s/veh / LOS 11.9 B 13.4 B 65.3 E 69.9 E Intersection Delay, s/veh / LOS 14.8 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 2.07 B 1.95 B 0.55 A 0.67 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:22:45 AM 809 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.90 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6a SR 434 & Heritage Park Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 208 1199 45 43 1412 199 43 15 57 159 15 191 Signal Information Green Yellow Red 6.2 11.5 94.8 35.2 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 33.3 121.9 14.0 102.6 44.1 44.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.8 6.7 34.0 32.7 Green Extension Time ( g e ), s 0.6 0.0 0.1 0.0 1.2 1.4 Phase Call Probability 1.00 0.91 1.00 1.00 Max Out Probability 0.00 0.00 0.35 0.22 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 231 695 687 48 901 889 48 80 177 229 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1826 1802 1810 1841 1762 1170 1598 1339 1565 Queue Service Time ( g s ), s 22.8 40.5 40.6 4.7 81.6 86.8 7.2 7.6 23.1 24.8 Cycle Queue Clearance Time ( g c ), s 22.8 40.5 40.6 4.7 81.6 86.8 32.0 7.6 30.7 24.8 Green Ratio ( g/C )0.14 0.63 0.63 0.03 0.53 0.53 0.20 0.20 0.20 0.20 Capacity ( c ), veh/h 254 1158 1143 62 970 928 108 313 246 306 Volume-to-Capacity Ratio ( X )0.910 0.600 0.601 0.772 0.929 0.958 0.442 0.256 0.719 0.748 Back of Queue ( Q ), ft/ln ( 95 th percentile)434.4 626.6 617 112.7 1293. 9 1301. 2 101.3 146.2 327.7 409.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)17.2 24.1 23.9 4.5 50.2 52.0 4.1 5.6 13.1 15.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.1 19.5 19.5 86.2 39.5 40.7 83.2 61.3 74.3 68.2 Incremental Delay ( d 2 ), s/veh 17.1 2.3 2.3 18.1 16.1 21.0 2.8 0.4 6.9 7.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 93.2 21.8 21.8 104.3 55.6 61.6 86.1 61.7 81.2 75.4 Level of Service (LOS)F C C F E E F E F E Approach Delay, s/veh / LOS 32.0 C 59.8 E 70.8 E 77.9 E Intersection Delay, s/veh / LOS 50.7 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.90 B 1.92 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.82 B 2.00 B 0.70 A 1.16 A 810 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 25, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.97 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6b SR 434 & Heritage Park Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 218 1734 31 54 1387 199 23 2 58 98 6 147 Signal Information Green Yellow Red 7.1 10.0 107.1 23.5 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 32.7 132.7 14.9 114.9 32.4 32.4 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.2 7.5 22.3 21.2 Green Extension Time ( g e ), s 0.7 0.0 0.1 0.0 1.1 1.2 Phase Call Probability 1.00 0.94 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 225 910 909 56 827 808 24 62 101 158 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1873 1810 1870 1789 1248 1618 1362 1607 Queue Service Time ( g s ), s 22.2 51.6 52.1 5.5 57.9 60.1 3.4 6.2 13.0 17.0 Cycle Queue Clearance Time ( g c ), s 22.2 51.6 52.1 5.5 57.9 60.1 20.3 6.2 19.2 17.0 Green Ratio ( g/C )0.14 0.69 0.69 0.04 0.59 0.59 0.13 0.13 0.13 0.13 Capacity ( c ), veh/h 249 1307 1299 72 1112 1063 86 212 172 211 Volume-to-Capacity Ratio ( X )0.904 0.697 0.700 0.776 0.744 0.760 0.275 0.292 0.588 0.749 Back of Queue ( Q ), ft/ln ( 95 th percentile)412.8 744.9 765.3 129.3 879.4 863.8 50.3 117.5 206 295.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)16.4 29.6 29.7 5.2 34.6 34.6 2.0 4.7 8.2 11.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.4 16.4 16.5 85.6 26.5 27.0 85.1 70.7 79.3 75.4 Incremental Delay ( d 2 ), s/veh 11.6 3.1 3.2 16.2 4.5 5.1 1.7 0.8 3.2 5.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 88.0 19.5 19.6 101.8 31.1 32.1 86.8 71.4 82.5 80.6 Level of Service (LOS)F B B F C C F E F F Approach Delay, s/veh / LOS 27.1 C 33.9 C 75.7 E 81.3 F Intersection Delay, s/veh / LOS 34.4 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.88 B 1.91 B 2.33 B 2.33 B Bicycle LOS Score / LOS 2.17 B 1.88 B 0.63 A 0.91 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/26/2023 11:23:54 AM 811 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Michael Blake & South D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street Michael Blake Blvd Analysis Year 2023 North/South Street South Site Driveway Time Analyzed Projected AM Peak Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume (veh/h)30 61 53 49 19 56 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.20 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)33 82 Capacity, c (veh/h)1492 913 v/c Ratio 0.02 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.3 Control Delay (s/veh)7.5 0.2 9.3 Level of Service (LOS)A A A Approach Delay (s/veh)2.6 9.3 Approach LOS A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/26/2023 11:24:41 AM7a Michael Blake & South Site Driveway AM Peak.xtw 812 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Michael Blake & South D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street Michael Blake Blvd Analysis Year 2023 North/South Street South Site Driveway Time Analyzed Projected PM Peak Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume (veh/h)34 94 31 46 23 53 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.20 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)37 83 Capacity, c (veh/h)1526 910 v/c Ratio 0.02 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.3 Control Delay (s/veh)7.4 0.2 9.3 Level of Service (LOS)A A A Approach Delay (s/veh)2.1 9.3 Approach LOS A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/26/2023 11:25:09 AM7b Michael Blake & South Site Driveway PM Peak.xtw 813 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & West D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street West Side Driveway Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Projected AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 1 0 0 2 0 0 0 2 0 Configuration R T TR T Volume (veh/h)80 731 95 613 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)87 Capacity, c (veh/h)563 v/c Ratio 0.15 95% Queue Length, Q₉₅ (veh)0.5 Control Delay (s/veh)12.6 Level of Service (LOS)B Approach Delay (s/veh)12.6 Approach LOS B Copyright © 2023 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 9/25/2023 9:24:19 AM8a Tuskawilla & West Site Driveway AM Peak.xtw 814 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & West D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street West Side Driveway Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Projected PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 1 0 0 2 0 0 0 2 0 Configuration R T TR T Volume (veh/h)76 902 94 1067 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)83 Capacity, c (veh/h)490 v/c Ratio 0.17 95% Queue Length, Q₉₅ (veh)0.6 Control Delay (s/veh)13.8 Level of Service (LOS)B Approach Delay (s/veh)13.8 Approach LOS B Copyright © 2023 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 9/25/2023 9:25:21 AM8b Tuskawilla & West Site Driveway PM Peak.xtw 815 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & East D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street East Side Driveway Analysis Year 2023 North/South Street SR 434 Time Analyzed Projected AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 0 0 0 2 0 Configuration R T T TR Volume (veh/h)109 1340 1056 118 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)118 Capacity, c (veh/h)424 v/c Ratio 0.28 95% Queue Length, Q₉₅ (veh)1.1 Control Delay (s/veh)16.7 Level of Service (LOS)C Approach Delay (s/veh)16.7 Approach LOS C Copyright © 2023 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 9/26/2023 11:25:41 AM9a SR 434 & East Site Driveway AM Peak.xtw 816 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & East D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/25/2023 East/West Street East Side Driveway Analysis Year 2023 North/South Street SR 434 Time Analyzed Projected PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 0 0 0 2 0 Configuration R T T TR Volume (veh/h)105 1371 1266 115 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)114 Capacity, c (veh/h)358 v/c Ratio 0.32 95% Queue Length, Q₉₅ (veh)1.3 Control Delay (s/veh)19.7 Level of Service (LOS)C Approach Delay (s/veh)19.7 Approach LOS C Copyright © 2023 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 9/26/2023 11:26:10 AM9b SR 434 & East Site Driveway PM Peak.xtw 817 March 3, 2025 Wess McMillian Ace Hardware Central Florida Dear Wess, I would like to summarize the timeline and requirements for the Statistical Survey that was approved by the City of Winter Springs in March 2022. This survey was conducted for the adjacent parcel located at the southeast corner of Tuscawilla Road and Michael Blake Boulevard, which is now referred to as Sutton Crossing Development. On March 7, 2022, I emailed Kevin Maddox, the Landscape Manager at that time for the City of Winter Springs, to make the following request: • The tree survey identified a total of 706 trees on the property, with 400 trees having a diameter of 4”–9” and 306 trees ranging from 10”–30” in diameter. However, the survey did not include the necessary species identification, which is required for development. • I proposed that, instead of identifying the species of all 706 trees, it would be acceptable to conduct a Statistical Survey for the 400 trees with diameters between 4” and 9” and provide an individual assessment for the 306 trees with diameters between 10” and 30”. That same day, March 7, 2022, Mr. Maddox responded, confirming that after consulting with the Community Development Director, this approach was deemed acceptable. With this approval, we scheduled the final assessment for May 24, 2023. The results of the statistical survey assessment are provided below, along with supporting images and site characteristics. Statistical Tree Survey Results for Sutton Crossing Development: • 100% of trees under 10” in diameter appear to be volunteer trees. There were very few mature trees for the size of the parcel. The area consists of vines, volunteer trees, invasive species, and Palmetto ground cover. These are trees/plants that were not planted with purpose and tend to be less than a desirable species with poor form and lack of value. • The species outline for this tree canopy consists of. 1. 10% - (40 trees) Quercus virginiana – Live Oak – 50% Poor and 50% Moderate, the same as the full inventory assessment 2. 10% - (40 trees) Quercus laurifolia - Laurel Oak – Poor condition, stretched canopies, and heavy vines. 3. 55%- (220 trees) Invasive Species and Palmettos – Poor Invasive Species 4. 1% (4 trees) Prunus laurocerasus - Cherry Laurel – Poor – Poor Form and Weak Structures 5. 23% (92 trees) Pinus elliottii – Slash Pine – Poor Heavily encroached by surrounding vines 6. 1% (4 trees) Prunus serotina – Black Cherry – Poor most of this species was dead or in a state of 818 decline Examples of volunteer trees under ten inches in diameter Supporting Characteristics for Health Assessments: Health ratings for individual trees will be based on the following criteria: Excellent – Specimen tree good health Good – Tree that meets available points for good structure, viable canopy and without decay. Moderate – Tree that does not meet either good structure, viable canopy or has internal decay present. Poor – Tree that meets multiple stress items and should be considered for removal also includes Invasive Species– Removal Only The underbrush and heavy forestation were consistent throughout the entire site, resulting in poor trunk and canopy form primarily due to the heavy encroachment from neighboring trees, heavy vines, and insufficient sunlight for proper development. This site had large openings with little to no tree cover giving the vine and Palmetto population an opportunity to mature which has completely engulf the neighboring tree canopies. (Pictures below). Heavily encroached canopies with vines Other characteristics such as trunk wounding, advanced decay, and Pine decline was evident throughout the property. There was excessive utility pruning along the east property line leaving one-sided canopies with poor form, dead trees, high stretched canopies competing for sunlight and branch bark inclusions on the co- dominant and tri-dominant trunk structures. There was also storm damage along the southeast corner of the property, where trees were broken and damaged from high winds. These circumstances play a significant role in determining if a tree is in good health and suitable for preservation (Example Pictures below). 819 Large deadwood, broken branches, and damaged trees. We also conducted the individual species identification and health assessment for all of the (306) trees 10” diameter and greater. The result of this assessment is attached to this summary report. Again Wess, thank you for the opportunity to submit this Consulting Arborist report. Please let me know if you have any questions regarding this information. Sincerely, Mary Mary L. Edwards Registered Consulting Arborist RCA #451 ISA Certified Arborist FL-0116- ISA Qualified Tree Risk Assessor mary@maryedwardsarborist.com 321-303-4714 820 City of Winter Springs Public Works & Arborist Department 1126 E State Road 434 Winter Springs, FL 32708 Subject: Tree Mitigation Credit Summary for Sutton Crossings Development Dear City of Winter Springs, I am writing to formally confirm the tree mitigation credit calculations for the Sutton Crossings Development, based on previous correspondence and the approved arborist report. Per an email from the City of Winter Springs Arborist, it was confirmed that a total of 89 tree mitigation credits were required for the removal of trees from the existing site. This requirement was calculated using the arborist reports conducted by Mary Edwards, an approved Arborist Consulting Company for the City of Winter Springs. As part of the Phase 1 development for the Ace Hardware Shopping Center, the current approved landscaping plans include the following:  27 Live Oak trees (2 mitigation credits each) → 54 mitigation credits  6 Magnolia trees (3 mitigation credits each) → 18 mitigation credits  Total Phase 1 Mitigation Credits Provided: 72 Since Phase 1 represents approximately 30% of the overall site, the remaining 17 mitigation credits will be addressed in future development phases. The additional credits will be met and exceeded through the remaining streetscape frontage along Tuskawilla Road and SR 434. Additionally, any areas that are disturbed on the property during development will be seeded or sodded in accordance with the approved site plans under the City’s review. A final tree credit summary can be provided upon completion of each phase of the project to ensure compliance with the City’s mitigation requirements. Please let me know if any further documentation or clarification is needed. I appreciate your time and look forward to continued collaboration with the City of Winter Springs. Sincerely, John McMillan Signature:___________________ Date: March 6th 2025 EPB Engineering & Construction, PLLC PO Box 1013 Oakland, Florida 34760 wessmcmillan@centralfloridaace.com 407-509-7098 821 Appendix  Arborist Report – Sutton Crossings West Parcel (Part of August 2023 Submittal)  Arborist Report – Sutton Crossings East Parcel (Part of August 2023 Submittal)  Tree Location Survey – Sutton Crossings Parcel (Part of August 2023 Submittal) 822 April 3, 2022 Wes McMillian Ace Hardware Central Florida Dear Wess, Thank you for the opportunity to provide a Statistical Tree Survey along with a tree identification and health assessment at the future Ace Hardware site in Winter Springs, FL. This report includes the following. • Summary of the tree cover at the property for all tree under ten inch in diameter. • Individual tree health assessments with supportive characteristics for all trees ten-inch diameter and greater. • Tree number coincide with the number on the original survey. • Highlight observations of pertinent information that may offer additional insight for preservation within the report. Statistical Tree Survey Observations • 100% of trees under ten inch in diameter appear to be volunteer trees. These are trees that were not planted with purpose. They tend to be less than a desirable species with poor form and lack of value • The species outline for this tree canopy consists of. 1. 40% Quercus virginiana – Live Oak 2. 45% Quercus laurifolia - Laurel Oak 3. 5% Prunus laurocerasus - Cherry Laurel 4. 5% Pinus elliottii – Slash Pine 5. 2% Celtis occindentalis - Hackberry 6. 2% Prunus serotina – Black Cherry 7. 1% Entrolobium cyclocarpum – Ear Tree Examples of volunteer trees under ten inches in diameter 823 Supporting Characteristics for Health Assessments: Health ratings for individual trees will be based on the following criteria: Excellent – Specimen tree good health Good – Tree that meets available points for good structure, viable canopy and without decay. Moderate – Tree that doesn’t meet either good structure, viable canopy or has internal decay present. Poor – Tree that meets multiple stress items and should be considered for removal also includes Invasive Species– Removal Only The underbrush and heavy forestation were consistent throughout the entire site. Many of the trees had poor trunk and canopy form primarily due to the heavy encroachment from neighboring trees, heavy vines and insufficient sunlight for proper development. (Pictures below) Other characteristics such as trunk wounding, advanced decay, heavy vine infestation, Hypoxolyn Canker on dead trees, high stretched canopies competing for sunlight and branch bark inclusions on many of the co- dominant and tri-dominant trunk structures. All of these play a significant roll in determining if a tree is in good health and suitable for preservation (Example Pictures below) Trees are dynamic, living organisms which change over time. The observations made herein will reflect the opinion of the Arborist at the time of inspection and do not guarantee the condition of the trees anytime in the future. Trees or parts can fail at any time; these failures cannot always be predicted. Inspections of these trees will be based on a ground level visual observation only, I did not perform sound testing, advanced Arboricultural testing or gather any forensic samples for further examination on the site. The assessment does not take into consideration any information unknown, not visible or detectable at the time of the inspection. 824 Again Wess, thank you for the opportunity to submit this report for Consulting Arborist Services. Please let me know if you have any questions regarding this report, statistical survey and inventory with health assessment Sincerely, Mary Mary L. Edwards Registered Consulting Arborist RCA #451 ISA Certified Arborist FL-0116 ISA Qualified Tree Risk Assessor 321-303-4714 mary@maryedwardsarborist.com 825 Ace Hardware - Winter Springs Tree #DBH Species Supporting Characteristics for Health Assessment & Recommendations 586 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, decay present, broken canopy 592 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, decay present, broken canopy 1 16"/14"Quercus laurifolia - Laurel Oak Poor - co-dominate structure with low inclusion, crack forming 619 14"/10"Quercus laurifolia - Laurel Oak Poor - advanced decay throughout canopy 615 Cluster Quercus laurifolia - Laurel Oak Poor - co-dominate structure, in parent trunk 16"/16"16" 610 16"/10"Quercus laurifolia - Laurel Oak Poor - co-dominate structure with major inclusion, full canopy 611 12"Quercus laurifolia - Laurel Oak Poor - one-sided canopy, significant lean 618 18"Quercus laurifolia - Laurel Oak Moderate - some broken branches, minor decay 622 10"Quercus laurifolia - Laurel Oak Poor - decay present, heavily forested, poor form 629 12"/14"Quercus laurifolia - Laurel Oak Poor - broken canopy with decay, significant lean, wounded trunks 628 12"Quercus laurifolia - Laurel Oak Poor - high suckering canopy, no lateral branches 656 18"Quercus virginiana - Live Oak Moderate - major deadwood, broken branches 654 12"Quercus virginiana - Live Oak Poor - significant lean, no lateral branches 644 12"Quercus laurifolia - Laurel Oak Poor - high canopy with decay in upper trunk 660 12"Quercus virginiana - Live Oak Moderate - upright canopy, lateral branching 2 16"/10"Quercus virginiana - Live Oak Moderate - lean, heavily forested leave as cluster, no good stand alone trees 669 Cluster Quercus virginiana - Live Oak Moderate - low bend in canopy, heavily forested leave as cluster 10"/10"/10" 657 10"Quercus virginiana - Live Oak Poor - significant lean, poor form 655 12"/12"Quercus virginiana - Live Oak Moderate - (2) trees, perimeter trees only, not good stand alone trees 674 16"Quercus laurifolia - Laurel Oak Poor - significant lean, decay in canopy 675 10"Quercus laurifolia - Laurel Oak Poor - significant lean, broken canopy 676 12"Quercus laurifolia - Laurel Oak Poor - high canopy, heavy suckering 670 12"Quercus virginiana - Live Oak Poor - poor structure, high canopy, no lateral branches 672 10"Quercus virginiana - Live Oak Poor - poor structure, high canopy, no lateral branches 649 10"Quercus virginiana - Live Oak Poor - poor structure, high canopy, no lateral branches 3 16"Quercus virginiana - Live Oak Moderate - upright canopy, some broken branches 678 16"Quercus laurifolia - Laurel Oak Poor - heavily forested, decay present, broken canopy 690 10"Quercus virginiana - Live Oak Poor - significant lean, heavily forested canopy 686 10"Quercus virginiana - Live Oak Dead Tree 678 16"Quercus laurifolia - Laurel Oak Poor - damaged trunk with decay, upper canopy disfigured 686 10"Quercus virginiana - Live Oak Poor - significant lean no lateral branches, heavily forested 690 10"Quercus virginiana - Live Oak Poor - significant lean no lateral branches, heavily forested 1230 14"Quercus virginiana - Live Oak Poor - significant lean, no good stand alone tree 826 Ace Hardware - Winter Springs 4 14"Quercus virginiana - Live Oak Moderate- poor - good health, poor form, not good stand alone tree 1228 10"Pinus Elliottii - Slash Pine Moderate - high canopy, minor deadwood 1234 12"Quercus virginiana - Live Oak Poor - significant lean, wounding neighboring Live Oak, no lateral branching 1225 10"Quercus virginiana - Live Oak Dead tree 1226 14"Quercus laurifolia - Laurel Oak Moderate - full upper canopy, minor decay, suckering 1250 12"Quercus virginiana - Live Oak Poor - advanced decay in trunk for wounding 1249 12"Quercus laurifolia - Laurel Oak Dead Tree 1222 14"Quercus laurifolia - Laurel Oak Moderate - full upper canopy, minor decay, suckering 1215 20"Quercus virginiana - Live Oak Good - upper co-dominate no inclusion, no visible decay 1221 10"Quercus virginiana - Live Oak Poor - significant lean, no lateral branching 1255 10"Quercus virginiana - Live Oak Poor - heavily forested, no lateral branching, decay in trunk 1254 10"Quercus virginiana - Live Oak Poor - damaged trunk from fallen tree, with no lateral branches 1307 13"Quercus virginiana - Live Oak Poor - on corner, significant lean over sidewalk, heavy vines 1309 14"Quercus laurifolia - Laurel Oak Dead Tree 1311 22"Quercus virginiana - Live Oak Good - nice structure, no visible decay 1308 10"Quercus laurifolia - Laurel Oak Moderate - good buffering tree only, no good stand alone tree 1304 10"Quercus laurifolia - Laurel Oak Moderate - low canopy, full upper canopy 706 14"Pinus Elliottii - Slash Pine Dead Tree 708 14"Quercus laurifolia - Laurel Oak Poor - upper co-dominate with inclusion, decay in canopy 1268 20"/18"Quercus laurifolia - Laurel Oak Poor - co-dominate with inclusion, advanced decay throughout structured canopy 1265 16"Quercus laurifolia - Laurel Oak Poor - damaged canopy, heavy vines, decay 1260 10"Quercus laurifolia - Laurel Oak Poor - decay in upper trunk, poor form 1233 20"Quercus laurifolia - Laurel Oak Poor - wounded from neighboring tree, advanced decay 1258 10"Quercus laurifolia - Laurel Oak Moderate - full upper canopy, suckering 1240 10"Quercus laurifolia - Laurel Oak Poor - co-dominate lower inclusion, vines, decay in canopy 1239 16"Quercus virginiana - Live Oak Fallen tree dead 1312 14"Quercus laurifolia - Laurel Oak Poor - one-sided canopy, heavy vines, broken branches 1283 14"Quercus laurifolia - Laurel Oak Poor - wounded trunk from encroaching tree 1281 14"Quercus virginiana - Live Oak Moderate - co-dominate, full canopy, some decay 1279 12"Quercus laurifolia - Laurel Oak Moderate - one-sided canopy, good buffering tree only 1274 12"Quercus laurifolia - Laurel Oak Moderate - one-sided canopy, good buffering tree only 1273 14"/10"Quercus virginiana - Live Oak Moderate - heavy vines, limited lateral branching, good buffer tree 1271 12"Quercus laurifolia - Laurel Oak Poor - suckering trunk, no lateral branches, decay 1272 12"Quercus laurifolia - Laurel Oak Poor - broken top, advanced decay 827 Ace Hardware - Winter Springs 1277 10"Quercus virginiana - Live Oak Poor - heavily forested, significant lean, heavy vines 1256 10"Quercus virginiana - Live Oak Poor - heavily forested, not good stand alone tree 1288 10"Quercus laurifolia - Laurel Oak Moderate - upright canopy, good buffer tree only 1313 12"Quercus laurifolia - Laurel Oak Poor - decay, poor form 1319 16"Quercus virginiana - Live Oak Moderate - balanced canopy, heavy vines 1315 14"Quercus virginiana - Live Oak Poor - limited lateral branching, heavy vines, lean 1316 14"Quercus virginiana - Live Oak Poor - limited lateral branching, heavy vines, lean 1317 14"Quercus virginiana - Live Oak Poor - significant lean, poor form 1321 10"/12"Quercus virginiana - Live Oak Moderate - minor deadwood, minor decay 1289 16"Quercus virginiana - Live Oak Moderate - heavy vines some deadwood 1202 10"Quercus virginiana - Live Oak Poor - heavily forested, lean, poor form 1296 12"Quercus virginiana - Live Oak Poor - heavily forested, lean, poor form 1297 12"Quercus virginiana - Live Oak Poor - heavily forested, lean, poor form 1325 12"Quercus virginiana - Live Oak Poor - heavily forested, vines, trunk damaged from encroaching tree 1336 12"Quercus virginiana - Live Oak Poor - 1/2 canopy dead 1338 12"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, no lateral branches 1340 10"Quercus virginiana - Live Oak Poor - heavily forested, upright canopy, no lateral branches 1339 12"Quercus virginiana - Live Oak Poor - advanced decay on parent trunk 1344 10"Quercus virginiana - Live Oak Moderate, upright canopy, some vines 1342 10"Quercus virginiana - Live Oak Poor - advanced decay in trunk from wound, upright canopy 1335 12"Quercus virginiana - Live Oak Moderate - upright canopy, some deadwood 1329 10"Quercus virginiana - Live Oak Poor - advanced decay, poor form 1354 10"Quercus virginiana - Live Oak Moderate - co-dominate, upright canopy good together with #1355 1355 16"Quercus virginiana - Live Oak Moderate - upright canopy good with #1354 good balance 1299 12"Quercus virginiana - Live Oak Poor - significant lean, advanced decay, broken branches 1361 10"Quercus virginiana - Live Oak Poor - significant lean, advanced decay, broken branches 1362 14"Quercus virginiana - Live Oak Moderate - upright canopy, some deadwood 1363 10"Quercus virginiana - Live Oak Moderate - upright canopy, good with #1364 no good stand alone tree 1364 12"Quercus virginiana - Live Oak Moderate - upright canopy, good with #1363 no good stand alone tree 1365 12"Quercus virginiana - Live Oak Moderate - upright canopy, vines, good with #1365 no good stand alone tree 1365 12"Quercus virginiana - Live Oak Moderate - upright canopy, vines, good with #1365 no good stand alone tree 1349 10"Quercus virginiana - Live Oak Poor - upright canopy, vines, not good stand alone tree 1350 10"Quercus virginiana - Live Oak Poor - 1/2 canopy dead, vines 1351 12"Quercus virginiana - Live Oak Poor - significant lean in canopy, poor form 828 Ace Hardware - Winter Springs 1348 14"Quercus virginiana - Live Oak Poor - decay in trunk, heavy vines 1345 16"Quercus virginiana - Live Oak Poor - broken top, heavy vines, poor form 1343 12"Quercus virginiana - Live Oak Poor - heavy vines, broken lateral branching, poor form 1356 16"Quercus virginiana - Live Oak Poor - significant lean over sidewalk, heavy vines, poor form 1387 28"/22"Quercus virginiana - Live Oak Good - minor deadwood, vines, nice perimeter tree 1388 12"Quercus virginiana - Live Oak Poor - low trunk, 4"- 5" lateral growth only 1389 30"/30"Quercus virginiana - Live Oak Poor - half tree fallen , advanced decay, heavy vines 1375 16"Quercus virginiana - Live Oak Moderate - upright canopy, heavy vines, deadwood 1382 18"Quercus virginiana - Live Oak Poor - heavy vines, major deadwood, some decay 1381 12"Quercus virginiana - Live Oak Poor - heavy vines, major deadwood, some decay 1376 14"Quercus virginiana - Live Oak Poor - heavy vines, major deadwood, some decay 1377 12"Quercus virginiana - Live Oak Poor - heavy vines, major deadwood, some decay 1372 18"Quercus virginiana - Live Oak Moderate - upright canopy, heavy vines, deadwood 1369 14"Pinus clausa - Sand Pine Moderate - character bend in tree, upright canopy 1384 14"Quercus virginiana - Live Oak Poor - upright canopy, heavy vines, major deadwood 1385 10"Quercus laurifolia - Laurel Oak Poor - significant lean, heavy vines 1368 12"Quercus virginiana - Live Oak Moderate - upright canopy, deadwood, vines 1371 16"Quercus virginiana - Live Oak Poor - lean, heavy vines, deadwood 1162 18"Quercus virginiana - Live Oak Good - upright canopy, well balanced, vines 1165 12"Quercus virginiana - Live Oak Poor - significant bend in canopy, major deadwood, decay in trunk 1164 10"Quercus virginiana - Live Oak Poor - heavy vines, broken lateral branching with decay 1161 12"Quercus virginiana - Live Oak Poor - heavy vines, broken lateral branching with decay 1159 20"Quercus virginiana - Live Oak Poor - 1/2 of canopy damaged, advanced decay, heavy vines 1156 12"Quercus virginiana - Live Oak Moderate - upright canopy, minor decay 1158 12"Quercus virginiana - Live Oak Poor - 1/2 canopy dead, decay 1157 14"Quercus virginiana - Live Oak Moderate - one-sided canopy, vines, deadwood 1155 10"Quercus virginiana - Live Oak Poor - 75% of canopy dead 1152 16"/12"Quercus virginiana - Live Oak Poor - heavy forested, vines, major deadwood, decay 1153 16"/10"Quercus virginiana - Live Oak Good - upright canopy, lateral branching, vines, minor deadwood 1084 10"Quercus virginiana - Live Oak Poor - advanced decay in trunk, 50% dead 1148 16"Quercus virginiana - Live Oak Dead Tree 1147 12"Quercus virginiana - Live Oak Poor - advanced decay, poor form 1144 12"Quercus laurifolia - Laurel Oak Moderate - upright canopy, vines, deadwood 1141 12"Quercus virginiana - Live Oak Poor - broken canopy, advanced decay 829 Ace Hardware - Winter Springs 1099 16"Quercus virginiana - Live Oak Moderate - Good - slight lean, good with #1096 1096 20"Quercus virginiana - Live Oak Good - upright canopy, vines, good with #1099 1093 12"Quercus virginiana - Live Oak Poor - high co-dominate, poor form 1137 10"Quercus virginiana - Live Oak Poor - lateral growth 4"-5" from ground, poor form 1136 20"Quercus virginiana - Live Oak Poor - advanced decay in parent trunk 1138 14"Quercus virginiana - Live Oak Poor - significant bend, laying on ground 1140 12"Quercus laurifolia - Laurel Oak Good - upright canopy, minor deadwood 1139 12"Quercus virginiana - Live Oak Dead Tree 1116 10"Quercus laurifolia - Laurel Oak Poor - significant lean, heavy vines, deadwood 1117 10"Quercus laurifolia - Laurel Oak Poor - heavy vines, encroached canopy 1109 10"Quercus laurifolia - Laurel Oak Poor - heavy vines, encroached canopy 1101 12"Quercus virginiana - Live Oak Poor - co-dominate, heavy vines, decay in trunk 1107 16"/12"Quercus laurifolia - Laurel Oak Poor - flare has uprooted, heavy vines, decay 1105 13"Quercus laurifolia - Laurel Oak Poor - heavily forested, vines, decay 1104 10"/12"Quercus laurifolia - Laurel Oak Poor - co-dominate with inclusion, heavy vines, multiple branching 907 12"Quercus laurifolia - Laurel Oak Poor - trunk girdled by tree, heavy vines 905 16"Quercus laurifolia - Laurel Oak Poor - advanced decay, broken lateral branches 904 24"Pinus Elliottii - Slash Pine Good - upright canopy, good balanced canopy 907 14"Quercus laurifolia - Laurel Oak Poor - advanced decay, broken top 906 10"Pinus Elliottii - Slash Pine Good - upright canopy, balanced 916 14"Quercus laurifolia - Laurel Oak Poor - Advanced decay in trunk, heavy vines 5 30"Enterolobium cyclocarpum - Ear Tree Invasive species 928 12"Quercus laurifolia - Laurel Oak Poor - tri-dominate with inclusion, heavy vines, poor form 929 14"Quercus laurifolia - Laurel Oak Poor - 1/2 tree advanced decay, suckers, significant lean 935 10"Quercus laurifolia - Laurel Oak Poor - broken top, suckering growth, vines 937 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, upright canopy, vines 940 12"Quercus laurifolia - Laurel Oak Poor - significant lean, broken canopy, decay 891 14"/10"Quercus virginiana - Live Oak Poor - co-dominate low inclusion, vines, poor form 958 14"Quercus laurifolia - Laurel Oak Poor - high co-dominate with inclusion, poor form 887 10"Quercus laurifolia - Laurel Oak Poor - high canopy, no lateral branching, vines 889 14"Quercus virginiana - Live Oak Moderate - one-sided canopy, vines, deadwood 890 12"Quercus virginiana - Live Oak Poor - significant lean, one-sided canopy, major deadwood 888 16"Quercus virginiana - Live Oak Moderate - upright canopy, slightly one-sided, minor deadwood, good with #886 886 12"Quercus virginiana - Live Oak Moderate - upright canopy, slightly one-sided, minor deadwood, good with #888 830 Ace Hardware - Winter Springs 885 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, decay 877 8"/12"Quercus laurifolia - Laurel Oak Poor - co-dominate, advanced decay 878 20"Pinus Elliottii - Slash Pine Good - upright canopy, balanced 855 18"Quercus laurifolia - Laurel Oak Poor - advanced decay in trunk, lateral branching 853 10"Quercus virginiana - Live Oak Poor - significant lean, broken branches, decay 869 10"Quercus virginiana - Live Oak Poor - 1/2 tree dead, decay 828 10"Quercus virginiana - Live Oak Poor - damaged by encroaching tree, decay 821 12"Quercus virginiana - Live Oak Poor - heavily forested, broken canopy, decay 995 14"Pinus Elliottii - Slash Pine Poor - bend in trunk, poor form 994 10"Quercus laurifolia - Laurel Oak Poor - advanced decay in trunk, broken canopy 990 12"Quercus laurifolia - Laurel Oak Poor - heavily forested, decay in trunk, lateral branching 785 10"Quercus virginiana - Live Oak Poor - significant lean, broken canopy, major deadwood 762 10"Quercus laurifolia - Laurel Oak Poor - high co-dominate, advanced decay, poor form 763 12"Quercus virginiana - Live Oak Poor - high co-dominate, heavily forested, no lateral branching 768 12"Quercus virginiana - Live Oak Poor - high co-dominate with inclusion, heavily forested, no lateral branching 777 10"Quercus virginiana - Live Oak Poor - high canopy, deadwood, poor form 769 10"Quercus virginiana - Live Oak Poor - broken canopy, sucker growth, poor form 775 10"Quercus virginiana - Live Oak Poor - heavily forested, bend in trunk, poor form 980 16"Quercus laurifolia - Laurel Oak Poor - heavily forested, advanced decay in trunk 981 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, 1/2 dead, broken canopy 748 12"/12"Quercus virginiana - Live Oak Moderate -Poor- co-dominate, deadwood, broken canopy 743 12"Quercus laurifolia - Laurel Oak Poor - broken canopy, advanced decay 973 12"Quercus virginiana - Live Oak Poor - advanced decay in trunk, 50% dead 976 Cluster Quercus laurifolia - Laurel Oak Poor - advanced decay, broken canopy, poor form 8"/8"/10" 971 10"Quercus virginiana - Live Oak Poor - advanced decay, major dieback in canopy 969 10"Quercus laurifolia - Laurel Oak Poor - co-dominate, with decay in parent trunk, broken canopy 727 10"Quercus virginiana - Live Oak Poor - heavily forested, one-sided canopy, broken lateral branching 731 10"Quercus virginiana - Live Oak Poor - high co-dominate, advanced decay in trunk 715 10"Quercus virginiana - Live Oak Poor - high canopy, heavy vines, poor form 719 14"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood 722 10"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood 724 10"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood 938 10"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood 961 10"/6"Quercus virginiana - Live Oak Poor - low co-dominate with inclusion 831 Ace Hardware - Winter Springs 960 10"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood 959 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, upright canopy, heavy vines, basal decay 1242 16"Quercus laurifolia - Laurel Oak Poor - slight lean, broken top of canopy with decay 1189 14"Quercus virginiana - Live Oak Poor - decay in parent trunk at union and below 1186 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, basal decay, with decay 1187 12"/8"Quercus virginiana - Live Oak Poor - 1/2 tree dead, vines, deadwood 1208 12"Quercus virginiana - Live Oak Poor - heavily forested, high co-dominate, heavy vines 1204 10"Quercus virginiana - Live Oak Poor - trunk wounding from leaning tree, heavily forested, poor form 1205 12"Quercus virginiana - Live Oak Poor - co-dominate, 1/2 tree dead, vines 1212 12"Quercus virginiana - Live Oak Moderate - slight lean, upright canopy, deadwood 1211 10"Quercus virginiana - Live Oak Poor - 1/2 tree dead, major deadwood, vines 1210 10"Quercus virginiana - Live Oak Poor - significant lean, 75%tree dead 1220 10"Quercus laurifolia - Laurel Oak Poor - high co-dominate, advanced decay in trunk 1228 10"Pinus Elliottii - Slash Pine Poor - wounded trunk from encroaching Oak, high canopy 1229 12"Quercus virginiana - Live Oak Poor - significant lean, major deadwood, poor form 684 10"Quercus virginiana - Live Oak Poor - high co-dominate with decay, 1/2 canopy dead 681 10"Quercus virginiana - Live Oak Poor - high co-dominate with decay, broken upper branches 1197 10"Quercus laurifolia - Laurel Oak Poor - significant lean, sucker growth only, poor form 1192 16"Quercus virginiana - Live Oak Poor - co-dominate, 1/2 canopy dead, major deadwood 1194 10"Quercus virginiana - Live Oak Poor - 75% deadwood 1195 12"Quercus virginiana - Live Oak Poor - heavily forested, high co-dominate, vines 1199 14"Quercus virginiana - Live Oak Poor - significant lean, 1/2 canopy dead, poor form 1190 12"Quercus virginiana - Live Oak Poor - high canopy, broken branches, heavy vines 1175 16"Quercus virginiana - Live Oak Poor - co-dominate, heavy vines, broken canopy 1008 Cluster Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood , broken canopy 14"/14"/14 1024 10"Quercus laurifolia - Laurel Oak Moderate -high canopy, balanced lateral branching 1016 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, poor form 1013 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, poor form 1015 10"/18"Quercus virginiana - Live Oak Poor - advanced decay in trunks, broken lateral branching, vines 1019 10"Quercus virginiana - Live Oak Poor - 75% dead, no lateral branching 1001 10"Quercus virginiana - Live Oak Poor - heavily forested broken lateral branching, poor form 1000 12"Quercus virginiana - Live Oak Poor - high co-dominate with inclusion, significant lean, poor form 998 12"Quercus virginiana - Live Oak Dead Tree 996 10"Quercus laurifolia - Laurel Oak Poor - broken canopy, advanced decay 832 Ace Hardware - Winter Springs 1007 10"Pinus clausa - Sand Pine Poor - bend in trunk, poor form 1036 10"Quercus laurifolia - Laurel Oak Poor - lean in trunk, heavy vines, deadwood 1034 10"/12"Quercus virginiana - Live Oak Poor - heavy vines, 75% tree dead 1041 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, vines, decay in trunk 1052 12"Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood, 1/2 dead 1169 10"Quercus laurifolia - Laurel Oak Poor - significant lean, broken canopy, suckering growth, poor form 1032 10"Quercus laurifolia - Laurel Oak Poor - heavily forested, decay in trunk, vines 1166 Cluster Quercus virginiana - Live Oak Poor - 8" lead dead , heavy vines, poor form 8"/12"/12" 1040 10"Pinus clausa - Sand Pine Poor - heavily forested, trunk bend, poor form 1030 12"Quercus virginiana - Live Oak Poor - upright canopy, no lateral branching, poor form 1028 12"Quercus virginiana - Live Oak Poor - high co-dominate, major deadwood, no lateral branching, poor form 1051 10"Quercus laurifolia - Laurel Oak Poor - upper canopy damaged by neighboring tree, advanced decay 1048 12"Quercus laurifolia - Laurel Oak Poor - upright canopy, trunk encroachment, decay 1049 14"Quercus virginiana - Live Oak Poor - upper canopy, damaged by neighboring tree, decay 1056 10"Quercus laurifolia - Laurel Oak Poor - significant lean, girdled roots, sucker growth 1074 10"Quercus virginiana - Live Oak Dead Tree 1071 10"Quercus virginiana - Live Oak Dead Tree 1073 10"Quercus laurifolia - Laurel Oak Poor - high co-dominate, advanced trunk decay 794 14"Quercus virginiana - Live Oak Poor - dead tree, Hypoxylon canker 808 10"Quercus virginiana - Live Oak Poor - high co-dominate, high canopy, no lateral branching 792 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, deadwood 800 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, deadwood 799 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, deadwood 796 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, deadwood 805 10"Quercus virginiana - Live Oak Poor - significant lean, heavy vines, deadwood 1067 14"Quercus laurifolia - Laurel Oak Moderate - high canopy, slight bend in trunk 1065 10"Quercus virginiana - Live Oak Poor -significant lean, no lateral branches, cull 898 14"Quercus laurifolia - Laurel Oak Poor - significant lean, decay, poor form 899 14"Quercus virginiana - Live Oak Dead Tree 900 12"Quercus virginiana - Live Oak Dead Tree 897 10"Quercus virginiana - Live Oak Poor - significant lean, broken canopy, decay 896 10"Quercus virginiana - Live Oak Poor - significant lean, broken canopy, decay 894 10"Quercus virginiana - Live Oak Poor - significant lean, broken canopy, decay 1072 10"Quercus laurifolia - Laurel Oak Poor - advanced decay in trunk and upper canopy 833 Ace Hardware - Winter Springs 1077 12"Quercus virginiana - Live Oak Poor - high canopy, no lateral branching, poor form 1079 12"Quercus virginiana - Live Oak Poor - high canopy, no lateral branching, poor form 1068 10"Quercus laurifolia - Laurel Oak Poor - co-dominate, decay in trunk, deadwood 1088 Cluster Quercus virginiana - Live Oak Poor - heavily forested, heavy vines, major deadwood, decay, poor form 6"/12"/12" 834 May 24,2023 Wess McMillian Ace Hardware Central Florida Dear Wess, Thank you for the opportunity to provide a Statistical Tree Survey along with a tree identification and health assessment for the additional parcel adjacent to the original proposed Ace Hardware site in Winter Springs, FL. This report includes the following. • Summary of the tree cover at the property for all tree under ten inch in diameter. • Individual tree health assessments with supportive characteristics for all trees ten-inch diameter and greater. • Tree number coincide with the number on the original survey. • Highlight observations of pertinent information that may offer additional insight for preservation within the report. Statistical Tree Survey Observations • 100% of trees under ten inch in diameter appear to be volunteer trees. There were very few mature trees for the size of the parcel. The area consists of vines, volunteer trees, invasive species, and Palmetto ground cover. These are trees/plants that were not planted with purpose and tend to be less than a desirable species with poor form and lack of value. • The species outline for this tree canopy consists of. 1. Ten percent Quercus virginiana – Live Oak 2. Ten percent Quercus laurifolia - Laurel Oak 3. Fifty-five percent Invasive Species and Palmettos 4. One percent Prunus laurocerasus - Cherry Laurel 5. Twenty-three percent Pinus elliottii – Slash Pine 6. One percent Prunus serotina – Black Cherry Examples of volunteer trees under ten inches in diameter 835 Supporting Characteristics for Health Assessments: Health ratings for individual trees will be based on the following criteria: Excellent – Specimen tree good health Good – Tree that meets available points for good structure, viable canopy and without decay. Moderate – Tree that does not meet either good structure, viable canopy or has internal decay present. Poor – Tree that meets multiple stress items and should be considered for removal also includes Invasive Species– Removal Only The underbrush and heavy forestation were consistent throughout the entire site, resulting in poor trunk and canopy form primarily due to the heavy encroachment from neighboring trees, heavy vines, and insufficient sunlight for proper development. This site had large openings with little to no tree cover giving the vine and Palmetto population an opportunity to mature which has completely engulf the neighboring tree canopies. (Pictures below). Other characteristics such as trunk wounding, advanced decay, and Pine decline was evident throughout the property. There was excessive utility pruning along the east property line leaving one-sided canopies with poor form, dead trees, high stretched canopies competing for sunlight and branch bark inclusions on the co- dominant and tri-dominant trunk structures. There was also storm damage along the southeast corner of the property, where trees were broken and damaged from high winds. These circumstances play a significant role in determining if a tree is in good health and suitable for preservation (Example Pictures below). 836 Trees are dynamic, living organisms which change over time. The observations made herein will reflect the opinion of the Arborist at the time of inspection and do not guarantee the condition of the trees anytime in the future. Trees or parts can fail at any time; these failures cannot always be predicted. Inspections of these trees was based on a ground level visual observation only, I did not perform sound testing, advanced Arboricultural testing or gather any forensic samples for further examination on the site. The assessment did not take into consideration any information unknown, not visible or detectable at the time of the inspection. Again Wess, thank you for the opportunity to submit this report for Consulting Arborist Services. Please let me know if you have any questions regarding this report, statistical survey, and inventory with health assessment Sincerely, Mary Mary L. Edwards Registered Consulting Arborist RCA #451 ISA Certified Arborist FL-0116 ISA Qualified Tree Risk Assessor 321-303-4714 mary@maryedwardsarborist.com 837 Ace Hardware Additional Parcel - Winter Springs Tree #DBH Species Supporting Characteristics for Health Assessment & Recommendations 8132 28"Quercus virginiana - Live Oak Poor - co-dominate structure with inclusion, good buffer tree only, poor form 8130 10"Quercus laurifolia - Laurel Oak Poor - advanced decay, poor form, significant lean 8131 26"Quercus laurifolia - Laurel Oak Poor - advanced decay, poor form, significant lean, vines 8126 20"Quercus laurifolia - Laurel Oak Dead tree 8125 12"Quercus laurifolia - Laurel Oak Poor - girdled roots, one-sided canopy 8128 20"Quercus laurifolia - Laurel Oak Moderate - upright canopy, good buffer tree only 8124 12"Quercus laurifolia - Laurel Oak Poor - co-dominate structure, damaged canopy, poor form 7900 20"Quercus laurifolia - Laurel Oak Moderate - upright canopy, good buffer tree only 8119 19"Quercus laurifolia - Laurel Oak Poor - high co-dominate structure, secondary growth only, poor form 8117 18"Quercus laurifolia - Laurel Oak Poor - advanced decay, canopy dieback 8115 10"Quercus laurifolia - Laurel Oak Poor - cull tree, no viable structure, save as pair with #8113 8113 14"Quercus laurifolia - Laurel Oak Poor - advanced decay, significant lean, one-sided canopy, save as pair with #8115 8112 22"Quercus virginiana - Live Oak Moderate - encroached by pine 8114 16"Pinus elliottii - Slash Pine Moderate - upright canopy, deadwood 8107 30"Quercus virginiana - Live Oak Good - co-dominate structure with minor inclusion, balanced canopy 8102 12"Pinus elliottii - Slash Pine Poor - poor form, deadwood 8109 18"Pinus elliottii - Slash Pine Poor - high co-dominate structure with inclusion, high rise structure 8104 24"Pinus elliottii - Slash Pine Poor - heavy vines, poor form, excessive deadwood 8100 16"Pinus elliottii - Slash Pine Poor - heavy vines, poor form, excessive deadwood 8108 14"Pinus elliottii - Slash Pine Poor - heavy vines, poor form, excessive deadwood 8106 16"Pinus elliottii - Slash Pine Poor - heavy vines, poor form, excessive deadwood 8105 12"Pinus elliottii - Slash Pine Poor - 75% dead 8103 16"Pinus elliottii - Slash Pine Poor - one-sided canopy, heavy vines, lean 8090 10"Quercus laurifolia - Laurel Oak Poor - heavily encroached tree, poor form 8096 14"Quercus laurifolia - Laurel Oak Poor - high tri-dominate structure with multiple inclusions, one-sided canopy, poor form 8093 14"Pinus elliottii - Slash Pine Poor - one-sided canopy, deadwood, high narrow canopy 8088 10"Pinus elliottii - Slash Pine Poor - broken top, one-sided canopy 8094 14"Pinus elliottii - Slash Pine Poor - significant lean into #8088, one-sided canopy 8091 10"Pinus elliottii - Slash Pine Dead tree 8077 20"Pinus elliottii - Slash Pine Poor - heavy vines, ,broken canopy, deadwood 8078 12"Pinus elliottii - Slash Pine Poor - heavy vines, ,broken canopy, deadwood 8075 12"Pinus elliottii - Slash Pine Poor - heavy vines, ,broken canopy, deadwood 8080 25"Pinus elliottii - Slash Pine Poor - heavy vines, stunted canopy, broken top 8095 14"Pinus elliottii - Slash Pine Poor - high co-dominate structure, heavy vines, 8067 16"Pinus elliottii - Slash Pine Poor - significant lean into adjacent small pine 8065 16"Pinus elliottii - Slash Pine Dead tree 8068 10"Pinus elliottii - Slash Pine Poor - tree #8067 is leaning into canopy, poor form 8081 10"Pinus elliottii - Slash Pine Poor - wound on trunk, sap ooze, poor form 8085 16"Pinus elliottii - Slash Pine Poor - co-dominate structure, advanced decay, lead failure, poor form 8073 12"Quercus virginiana - Live Oak Moderate - smaller oak, balanced structure, minor deadwood, palm too close needs to be removed 8058 24"Pinus elliottii - Slash Pine Poor - high co-dominate structure, major broken branches, poor form 8061 18"Quercus laurifolia - Laurel Oak Poor - one-sided canopy, poor form, heavy vines 8052 10"Quercus virginiana - Live Oak Moderate - vines, minor deadwood, natural form 8051 12"Quercus laurifolia - Laurel Oak Poor - significant lea, decay, poor form 8050 10"Quercus virginiana - Live Oak Poor - damaged from tree #8051 8057 10"Quercus virginiana - Live Oak Poor - encroached canopy, decay, poor form 8044 14"Quercus laurifolia - Laurel Oak Poor - high co-dominate structure with inclusion, slight lean 8040 18"Quercus laurifolia - Laurel Oak Poor - one-sided canopy, heavy vines, major deadwood 8041 12"Quercus laurifolia - Laurel Oak Poor - high co-dominate structure, totally encroached with vines 8038 12"Quercus laurifolia - Laurel Oak Poor - high co-dominate structure, totally encroached with vines 8031 24"Quercus laurifolia - Laurel Oak Moderate - upright canopy, deadwood, balanced canopy 8024 24"Quercus laurifolia - Laurel Oak Poor - encroached at base with #8023, one-sided canopies 8023 16"Pinus elliottii - Slash Pine Poor - fused with #8024, one-sided canopy 8030 16"Quercus laurifolia - Laurel Oak Poor - upright canopy, deadwood, vines, wound at mid-level trunk area 8032 10"Quercus laurifolia - Laurel Oak Poor - significant lean, heavily encroached, poor form 838 Ace Hardware Additional Parcel - Winter Springs Tree #DBH Species Supporting Characteristics for Health Assessment & Recommendations 8028 10"Quercus virginiana - Live Oak Poor - high co-dominate structure, small canopy, deadwood 8033 12"Quercus laurifolia - Laurel Oak Poor - broken top of canopy, canopy dieback, vines 8029 10"Quercus laurifolia - Laurel Oak Dead tree 8034 10"Quercus virginiana - Live Oak Poor - 75% dead, significant lean, heavily encroached 8036 10"Quercus virginiana - Live Oak Poor - 75% dead, significant lean, heavily encroached 8037 10"Quercus virginiana - Live Oak Poor - 75% dead, significant lean, heavily encroached 8035 10"Quercus virginiana - Live Oak Poor - 75% dead, significant lean, heavily encroached 8039 12"Quercus virginiana - Live Oak Poor - significant lean in heavily encroached area 8017 14"Quercus virginiana - Live Oak Poor - one-sided canopy, heavy vines, heavily encroached 8013 14"Quercus virginiana - Live Oak Poor - co-dominate structure, one-sided canopy, heavy vines, heavily encroached 8012 10"Quercus virginiana - Live Oak Poor - one-sided canopy, heavy vines, heavily encroached 8011 10"Prunus caroliniana - Cherry Laurel Poor - significant lean, heavy vines 8015 12"Quercus laurifolia - Laurel Oak Poor - mistletoe, broken top, heavy vines 8018 12"Quercus virginiana - Live Oak Poor - significant lean into #8015, heavy vines 8020 12"Quercus virginiana - Live Oak Poor - high co-dominate structure, broken canopy, heavy vines 8008 12"Quercus laurifolia - Laurel Oak Poor - canopy broken, utility pruning, heavy vines 8007 16"Quercus laurifolia - Laurel Oak Poor - heavy vines, one-sided canopy, utility lines 8001 14"Quercus virginiana - Live Oak Poor - excessive vines, utility pruning canopy tops. Poor form 8002 16"Quercus virginiana - Live Oak Poor - excessive vines, utility pruning canopy tops. Poor form 8003 16"Quercus virginiana - Live Oak Poor - excessive vines, utility pruning canopy tops. Poor form 8004 10"Quercus virginiana - Live Oak Poor - excessive vines, utility pruning canopy tops. Poor form 8010 10"Quercus laurifolia - Laurel Oak Dead fallen tree 8021 10"Quercus laurifolia - Laurel Oak Poor - under utility lines, 50% upper canopy missing 8026 10"Liquidambar styraciflua - Sweet Gum Poor - one-sided canopy due to utility pruning, vines 8025 22"Quercus laurifolia - Laurel Oak Poor - advanced decay in trunk, one-sided canopy due to utility pruning, vines 8027 26"Quercus laurifolia - Laurel Oak Poor - advanced decay in trunk, one-sided canopy due to utility pruning, vines 8062 16"Quercus virginiana - Live Oak Poor - 75% dead at utility pole, heavy vines 8059 10"Quercus virginiana - Live Oak Poor - 75% dead at utility pole, heavy vines 8092 10"Quercus virginiana - Live Oak Moderate - in cluster only, buffer tree only, not good stand alone trees 8089 12"Quercus virginiana - Live Oak Moderate - in cluster only, buffer tree only, not good stand alone trees 8087 10"Quercus virginiana - Live Oak Moderate - in cluster only, buffer tree only, not good stand alone trees 8084 12"Quercus virginiana - Live Oak Moderate - in cluster only, buffer tree only, not good stand alone trees 8099 12"Quercus laurifolia - Laurel Oak Moderate - upright canopy, minor deadwood 8076 10"Quercus virginiana - Live Oak Moderate - in cluster, only buffer edge, not a good stand alone tree 8079 10"Quercus virginiana - Live Oak Moderate - in cluster, only buffer edge, not a good stand alone tree 8069 10"Quercus virginiana - Live Oak Poor - high canopy, poor form 8071 10"Quercus virginiana - Live Oak Poor - high canopy, poor form 8082 12"Quercus virginiana - Live Oak Poor - heavy vines, encroached canopy, deadwood 8083 20"Quercus virginiana - Live Oak Poor - large basil wound with vertical crack, 50% dead 8070 16"Quercus laurifolia - Laurel Oak Poor - heavy vines, poor form deadwood 8086 10"Prunus caroliniana - Cherry Laurel Poor - heavy vines, poor form deadwood 8098 14"Quercus laurifolia - Laurel Oak Poor - tri-dominate structure with inclusions, heavy vines, poor form 8101 12"Quercus laurifolia - Laurel Oak Poor - one-sided canopy, poor form, heavy vines 8062 16"Quercus laurifolia - Laurel Oak Dead broken tree 8066 14"Quercus laurifolia - Laurel Oak Dead broken tree 8064 12"Quercus laurifolia - Laurel Oak Poor - significant lean, heavy vines, one-sided canopy 8059 10"Quercus laurifolia - Laurel Oak Dead broken tree 8060 12"Quercus laurifolia - Laurel Oak Dead broken tree 8063 12"Quercus laurifolia - Laurel Oak Dead broken tree 8049 24"Quercus laurifolia - Laurel Oak Moderate - slightly one-sided, good property line buffer tree 8055 10"Quercus laurifolia - Laurel Oak Moderate - high co-dominate structure with inclusion, upright canopy 8042 10"Quercus laurifolia - Laurel Oak Dead tree 8046 22"Pinus elliottii - Slash Pine Moderate - vines, upright structure 8043 14"Pinus elliottii - Slash Pine Dead tree 8053 42"Quercus virginiana - Live Oak Good - upright canopy, canopy deadwood 839 Ace Hardware Additional Parcel - Winter Springs Tree #DBH Species Supporting Characteristics for Health Assessment & Recommendations 8056 24"Quercus laurifolia - Laurel Oak Poor - advanced decay, broken canopy, vines 8054 16"Quercus laurifolia - Laurel Oak Poor - advanced decay, broken canopy, vines 8048 18"Pinus elliottii - Slash Pine Dead tree 8045 10"Quercus virginiana - Live Oak Poor - heavily encroached with vines, no viable canopy 8047 24"Pinus elliottii - Slash Pine Moderate - deadwood, minor dieback 8074 22"Quercus virginiana - Live Oak Poor - vines, deadwood, broken top, sucker growth 8107 30"Quercus virginiana - Live Oak Moderate - tri-dominate structure with inclusion, upright structure, balanced canopy 8111 10"Prunus caroliniana - Cherry Laurel Poor - heavily encroached with vines, poor form 8116 10"Quercus virginiana - Live Oak Moderate - as cluster in buffer only, vines, not good stand alone trees 8118 12"Quercus virginiana - Live Oak Moderate - as cluster in buffer only, vines, not good stand alone trees 8122 14"Cinnamomum camphora - Camphor Invasive species 8130 10"Quercus laurifolia - Laurel Oak Poor - significant lean, heavy vines, poor form 840 841 W E S T S T A T E R O A D 4 3 4 TU S K A W I L L A R D NATURES WAY MILKY WAY MICH A E L BLA K E B L V D ATIONAL40EPUBLIC ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ S T A T E R O A D 4 1 7 SITE 84 2 ¬# ¬# ¬# ¬# ¬# EPUBLIC 04ATIONAL 84 3