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HomeMy WebLinkAboutInitial Submission/Application - Rec'd 1/24/25 Special Exception and Site Plan Review Application January 2025 Southold Landfill Solar Project Prepared For: Summit Ridge Energy 1000 Wilson Boulevard, Suite 2400 Arlington, VA 22209 Prepared By: TRC Environmental Corporation 1407 Broadway, Suite 3301 New York, NY 10018 January 23, 2025 Town of Southold Planning Board Town Hall Annex Building 54375 Route 25 Southold, New York 11971 Subject: Summit Ridge Energy Southold Landfill Solar Project Special Exception/Site Plan Application Dear Members of Planning Board: On behalf of Summit Ridge Energy (SRE), TRC is pleased to present the attached application for a special exception and site plan review application for the construction and operation of a commercial- scale solar generating facility (SGF). In August 2020, the Town of Southold (the Town or Southold) awarded SRE a bid to construct an approximately 3-megawatt (MW) SGF (the Project) at the Cutchogue Municipal Landfill in the Hamlet of Cutchogue, Southold, Suffolk County New York (the Project site). SRE proposes to construct and operate a ground-mounted photovoltaic SGF on top of the capped landfill at the Project site (the Project). The Project will include approximately 7,900 solar panels that will have a generating capacity of 4.60- MW direct current or 3.06 MW alternating current. The Project site is composed of a single 60.02-acre parcel at 6155 Cox Lane (Suffolk County Tax Map Number 1000-096.00-01.00-017.005). The Project site is located in Southold’s Light Industrial (LI) zoning district. SRE submitted an application for a building permit, which was denied on December 17, 2024 because commercial-scale SGF in the LI zoning district require a special exception from the Planning Board and site plan review under Section 280-62B of the Town of Southold Zoning Code. The following attached materials represent an application for these approvals: •Project Narrative •Application Forms (Exhibits A – E) •Documents supporting application (Exhibits F – P) •Application Fees (Provided under separate cover) A pre-submission conference was conducted on June 27, 2024. Comments from the Town have been incorporated into this application package. TRC understands from communications with Planning Director Heather Lanza that no form for a special exception for SGFs is available; therefore, a review of how the Project complies with the standards required for a special exception has been included as part of the Project Narrative. January 23, 2025 Page 2 SRE and TRC look forward to continuing to work with the Town on this exciting Project. If you have any questions, please contact me a llefebvre@trccompanies.com or (512)745-0649. Sincerely, Laura Lefebvre PE, Senior Program Manager Attachments: Project Narrative Exhibits A – P CC: Nicholas Krupski, Solid Waste Coordinator, Town of Southold Dept of Solid Waste Jeremy Karpf, SRE SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package i TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................................. 1 2.0 PROJECT DESCRIPTION .............................................................................................. 1 2.1 Site Description ................................................................................................................... 1 2.2 Project Description .............................................................................................................. 1 2.3 Stormwater Management .................................................................................................... 2 3.0 PERMIT REVIEW ............................................................................................................ 2 3.1 State Permits ....................................................................................................................... 2 3.1.1 NYSDEC SGF Construction on Closed Landfill ..................................................... 2 3.2 Local Permitting .................................................................................................................. 2 3.2.1 General Local Permitting Understanding ............................................................... 2 3.2.2 Pre-Submission Conference .................................................................................. 3 4.0 ENVIRONMENTAL AND COMMUNITY CONSIDERATIONS ......................................... 4 4.1 Aquatic Resources .............................................................................................................. 4 4.1.1 Wetlands ................................................................................................................ 4 4.1.2 Floodplains ............................................................................................................. 4 4.1.3 Coastal Zone .......................................................................................................... 4 4.2 Protected Species ............................................................................................................... 5 4.2.1 Federally Listed Species ........................................................................................ 5 4.2.2 State-Listed Threatened and Endangered Species ............................................... 5 4.3 Cultural Resources.............................................................................................................. 5 4.4 Noise ................................................................................................................................... 6 4.5 Visual Assessment .............................................................................................................. 6 4.6 Safety .................................................................................................................................. 8 4.7 Operations and Maintenance .............................................................................................. 8 5.0 THE COMPLIANCE WITH SPECIAL EXCEPTION AND SITE PLAN REVIEW CRITERIA ....................................................................................................................... 8 5.1 Criteria for Commercial Solar Energy Systems .................................................................. 8 5.2 General Standards for Special Exception Uses ................................................................ 11 5.3 Factors for Consideration in Approval of Special Exception ............................................. 13 SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package ii EXHIBITS Exhibit A Site Plan Review Application Exhibit B Transactional Disclosure Form Exhibit C Owner Affidavit Exhibit D Coastal Consistency Assessment Form Exhibit E State Environmental Quality Review Act Short Form Exhibit F Locus Figure Exhibit G Survey (Full-size Plan under separate cover) Exhibit H Site Plan (Full-size Plans under separate cover) Exhibit I Equipment Specifications Exhibit J Stormwater Management Control Plan (Full-size Plans under separate cover) Exhibit K Wetland Delineation Memo Exhibit L Consultation Letter from US Fish and Wildlife Service Exhibit M NYSDEC Environmental Resource Mapper Data Exhibit N Cultural/Historic Resource Memo Exhibit O Photolog Exhibit P Long Term Operations and Maintenance Plan SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 1 1.0 Introduction In August 2020, the Town of Southold (the Town or Southold) awarded Summit Ridge Energy (SRE) a bid to construct an approximately 3-megawatt (MW) solar generating facility (SGF) (the Project) at the Cutchogue Municipal Landfill in the Hamlet of Cutchogue, Southold, Suffolk County New York (the Project site). This document presents supplemental information to the site plan application form and provides an evaluation of the Project’s compliance with the special exception criteria. The site plan review application form, transactional disclosure form, coastal consistency assessment form, and State Environmental Quality Review Act are included in the application package as Exhibits A to E, respectively. Based in the Washington, D.C. area, SRE is an industry-leading owner-operator of commercial solar generating assets in the United Staes. The company currently serves more than 50,000 residential and commercial customers with more than 350 MWdc of photovoltaic generating capacity and 30 MW-hours of battery storage. More the 2000 MWdc is currently in development. 2.0 Project Description 2.1 Site Description The Project site is composed of a single 60.02-acre parcel at 6155 Cox Lane (Suffolk County Tax Map Number 1000-096.00-01.00-017.005). The Project site is located in Southold’s Light Industrial (LI) zoning district. The Project location is presented over aerial imagery in Figure 1, in Exhibit F and an existing site survey is provided in Exhibit G. The Town of Southold began using the Project site as a landfill in 1920 for the disposal of municipal solid waste, refuse, debris and scavenger waste. It was operated continuously until 1993 when it was closed and capped. The cap consists of a 6-inch topsoil layer, a barrier protection layer of 12 inches of clean fill, a geocomposite drainage layer, a geomembrane cap, and a gas venting layer of sand. The cap is constructed of approximately 2.5 feet of compacted silty sand with up to 10 feet of compacted fill. During closure a maximum of 18 inches of soil cover was placed over the geomembrane. 2.2 Project Description SRE proposes to construct and operate ground-mounted photovoltaic solar generating facility (SGF) on top of the capped landfill at the Project site (the Project). The Project will include approximately 7,900 solar panels that will have a generating capacity of 4.60 megawatts (MW) direct current or 3.06 MW alternating current. The panels will be arranged in two arrays on the capped landfill on either side of an existing gravel access road. The solar panels will be mounted on concrete ballasts so the landfill cap will not be disturbed. The site plans for the Project are included as Exhibit H and specification sheets for the solar panels are included in Exhibit I. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 2 Each array will be surrounded by a fence with a locked gate. Each array will have a new access drive/turn around near the center of the array. Concrete pads for electrical equipment (switchboards, inverters, etc.) will be located near the new access drives and located near the center of the project area. Two segments of vegetative boundary are proposed along the western side of the Project Site between the solar arrays and residential properties (see Sheet C 03 of Exhibit I). The vegetative barrier will include native species. 2.3 Stormwater Management During construction, erosion and sediment control practices will be implemented to minimize the impacts of the associated soil disturbing activities. Stormwater runoff from the completed Project will be directed to one of four existing stormwater infiltration/recharge basins located at the perimeter of the landfill. A stormwater management control plan (SMCP) is provided as Exhibit J. 3.0 Permit Review 3.1 State Permits 3.1.1 NYSDEC SGF Construction on Closed Landfill NYSDEC must be consulted and provide its written approval prior to construction on or near the closed landfill. SRE and TRC will develop the materials necessary to support NYSDEC’s evaluation of the impacts of the Project on the closed landfill. These efforts will be guided by NYSDEC’s Program Policy DMM-4, Photovoltaic Solar Projects Located at Closed Solid Waste Landfills. SRE has initiated consultation with NYSDEC to obtain the necessary written approval and will continue to coordinate with the Town and with NYSDEC as the Project develops. 3.2 Local Permitting 3.2.1 General Local Permitting Understanding Under Section 280-62B of the Town of Southold Zoning Code (zoning code), commercial-scale solar production system permitted by special exception and site plan review by the Planning Board. This document presents information to supplement site plan review application form. The site plan review application form is Exhibit A of this application package. SRE understands from the Southold Planning Director, Heather Lanza, that no form for a special exception for an SGF is available. Section 5 of this Project Narrative describes the Project’s compliance with the criteria for obtaining a special exception. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 3 SRE understands that under 268-3 that the entire Town of Southold is in the coastal area and subject to review under Town of Southold Local Waterfront Revitalization Program (LWRP) Consistency Review Law (Chapter 268). Furthermore, the Project does not qualify as any of the minor actions that would be exempt from the review under Chapter 268. Therefore, a completed Coastal Consistency Assessment Form has been provided as Exhibit D of this application package. Under Section 130-4 of the Southold Town Code, the Town’s definitions of Type I and Type II actions for State Environmental Quality Review Act (SEQRA) are consistent with the definitions in 6 NYCRR 617.4 and 617.5. Section 617.5(c)(14) lists solar facilities that disturb less than 25 acres developed on closed landfills are considered Type II activities, requiring no further review. SRE, however, has included a short-form EAF as Exhibit E of this application package. The transactional disclosure form and owner affidavit are provided as Exhibits B and C, respectively. SRE submitted application to the Southold Building Department for a building permit, which was denied formally on December 17, 2024, initiating the special exception and site plan review process. 3.2.2 Pre-Submission Conference On June 27, 2024, SRE conducted a pre-submission conference with planning, zoning, and engineering staff from Southold and TRC consultants. The following is a summary of items discussed at the pre-submission conference for the Southold Landfill Solar Project: • A history of the Project, existing site conditions, and the proposed site plan. • The Project is a Type II activity under SEQRA and the Town indicated that submission of the short form would be appropriate. • The fenceline height and why the fence was necessary within the existing fenceline of the landfill. • The proposed location of the vegetative screening barrier including, noting that woody vegetation would not be allowed on the landfill cap. • SRE’s responsibility in maintaining the leased area. • Use of the “central” road as part of the work area and maintaining vehicle access. • Lease agreement. • Initiating the special exception/site plan review process by submitting an application to the building department. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 4 • Stormwater Management Control Plan in accordance with Chapter 236. • The interconnection route. • The Fire Marshal’s review of the special exception/site plan application materials will be coordinated by the Planning Department. • The Town explained that there is special exception application specific to the solar projects that the Town Planner will provide since it is not posted on the Town’s website. Subsequent to the pre-submission conference, the Planning Director indicated that no special exception form was available for solar generating facilities and requested that the submission include an evaluation of the how the Project complies with the standards and criteria for SGF from Sections 280-62B(10), 280-142, and 280-143 from the zoning code. 4.0 Environmental and Community Considerations 4.1 Aquatic Resources 4.1.1 Wetlands On behalf of SRE, a TRC Environmental (TRC) wetland scientist conducted a field wetland delineation at the Project site on January 24, 2023. The delineated area included 20.59 acres of the approximately 60.02-acre parcel. The wetland delineation was conducted in accordance with the methodologies described in the United States Army Corps of Engineers’ (USACE) Wetlands Delineation Manual (1987 Manual) (Environmental Laboratory, 1987) and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region (2012 Regional Supplement) (Version 2.0; 2012). The TRC wetland scientist confirmed that no wetland features exist within the Project site. The TRC wetland scientist did not observe wetland vegetation, hydrology, or hydric soils. One intermittent stream with defined bed and banks was present. The remaining aquatic features were all non-jurisdictional ditches. A wetland delineation memo detailing the full results of the delineation is provided in Exhibit K. 4.1.2 Floodplains The Project area is outside of the FEMA special flood hazard area. 4.1.3 Coastal Zone SRE understands that under 268-3 that the entire Town of Southold is in the coastal area and subject to review under Town of Southold Local Waterfront Revitalization Program (LWRP) Consistency Review Law (Chapter 268). Furthermore, the Project does not qualify as any of the minor actions that would be exempt it from the review under Chapter 268. Therefore, a completed SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 5 Coastal Consistency Assessment Form has been provided as Exhibit D of this application package. 4.2 Protected Species 4.2.1 Federally Listed Species The US Fish and Wildlife Service (USFWS) identified one endangered mammal, the northern long-eared bat (NLEB, Myotis septentrionalis), one proposed for endangered listing mammal, the tricolored bat (TCB, Perimyotis subflavus), two threatened bird species, piping plover (Charadrius melodus) and Rufa red knot (Calidris canutus rufa), and one proposed for threatened listing insect species, monarch butterfly (Danaus Plexippus) as possibly present within the Project site. A letter from the USFWS, dated January 20, 2025 (Exhibit L), verifies that the Project is unlikely to result in the unauthorized take of NLEB and/or the TCB as no tree clearing is proposed for the Project. In a separate letter, dated March 4, 2024 (also provided in Exhibit L), the USFWS makes a determination of “No Effect” on either the piping plover or the Rufa red knot as habitat for both species is not present within the Project site. Consultation was not required for the monarch butterfly due to it only being proposed for listing and therefore is not currently protected under Section 7 of the Endangered Species Act (ESA). 4.2.2 State-Listed Threatened and Endangered Species Based on review of the NYSDEC’s Environmental Resource Mapper and Environmental Assessment Form Mapper, the Project is contained within a known occurrence buffer for the NLEB habitat (Exhibit M). There is no tree clearing proposed for this Project, therefore there will be no impacts to the NLEB. The closest significant natural community is the marine rocky intertidal community located approximately one mile to the north, along the north shore of Long Island. 4.3 Cultural Resources The New York CRIS lists no cultural resource management (CRM) studies completed within one mile of the Project site. The closest CRM study is located 1.2 miles to the south of the Project site, the Phase I Archeological Investigation for a Proposed Subdivision for William Baxter at 260 Griffing Street, Cutchogue, Town of Southold, New York (OPRHP#16SR00435). This project consisted of a Phase I survey in Southold, New York for the construction of a subdivision. No Precontact or Historic period archaeological sites were identified during this study. No archaeological sites are located within 1 mile of the Project site. The closest site, Wines-Horton House Site (OPRHP# 10310.000239) is located approximately 1.5 miles south of the Project site. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 6 The site is a historic site, occupied from 1750-1982. The site status is undetermined for listing on the NHRP. Thirty-two historic structures occur within one mile of the Project site. The closest structure to the Project area is located at 21405 Middle Road, Southold approximately 500 feet to the south. This structure is the First Baptist Church of Cutchogue and has undetermined eligibility for listing on the NRHP. A vegetative barrier of native plants will be installed along the southeast of the Project site to minimize the visual impact of the Project. Two structures are considered eligible for listing on the NRHP, these include the B.H. Corwin House (OPRHP# 10310.000563) located approximately 0.3 miles west of the Project site, and the Water Tower/Tankhouse (OPRHP# 10310.001603) located approximately 0.3 miles west of the Project site. In addition, there are nine structures that are not eligible for listing on the NRHP and 21 structures with undetermined NRHP eligibility. A memo providing more detailed information on cultural resources in the vicinity of the Project is included as Exhibit N. 4.4 Noise The noise producing elements of the Project, including inverters and transformers, will be located on concrete pads located approximately 250 to 300 feet from the Project fence line. The nearest residential noise receptor is approximately 500 feet from the concrete equipment pads and First Baptist Church of Cutchogue is approximately 850 feet from the concrete equipment pads. A proposed vegetative barrier between the Project and residences or places of gathering to the south of the Project site will reduce any noise from the Project. 4.5 Visual Assessment Two lines of native plants will be installed on the southwest of the Project, between the landfill and residences and the First Baptist Church of Cutchogue. These plants will reduce the views of the Project at these sensitive receptor locations. On behalf of SRE, TRC took photographs from several key points on and around the Project site to understand potential visual of the Project. The photolog is included as Exhibit O. The following describes some of the features in the photolog. Viewpoint A Viewpoint A is taken from Church Lane, approximately 77 feet from the landfill. The landfill is currently obscured by a combination of evergreen and deciduous trees, shrubbery, and fencing. During leaf-off conditions, some minor views of the landfill cap may be visible. Installation of additional native evergreen plants will further obscure views of the Project site. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 7 Viewpoint B Viewpoint is taken from Church Lane, approximately 375 feet from the landfill cap. Under the leaf-on conditions shown, there are now views of the Project site through a mix of deciduous and evergreen plants. New plantings of native evergreen plants will further obscure the Project site from this viewpoint. Viewpoint C Viewpoint C is on Route 48, approximately 499 feet from the landfill cap. Parts of the landfill cap are visible from this viewpoint. New installations of native evergreen plants will further obscure views of the Project site from this viewpoint. Viewpoint D Viewpoint D is taken from Oregon Road, approximately 2261 feet from the landfill cap. No views of the landfill are visible from this viewpoint. Viewpoint E Viewpoint E is located near the Cox Lane entry to the landfill facility, approximately 744 feet from the landfill cap. Under the conditions shown, the landfill cap is obscured by vegetation and fencing. Minor views of the landfill cap exist during leaf-off conditions. Viewpoint F Viewpoint F is located at the intersection of Cox and Matthews Lanes, approximately 618 feet from the landfill cap. Minor potential views of the landfill cap exist from this vantage point. Viewpoint G Viewpoint G is taken from approximately 1156 feet from the landfill cap on Depot Lane. Views of the Project site are obscured by existing vegetation and buildings. Viewpoint H Viewpoint H is located at the intersection of Gold Spur and Horseshoe drive, approximately 1748 feet from the landfill cap. Views of the Project site are obscured by existing vegetation and buildings. Viewpoint I Viewpoint I is located near the Live Cellars Winery on Oregon Road, approximately 1908 feet from the landfill cap. Views of the Project site are obscured by existing vegetation and buildings. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 8 Viewpoint J Viewpoint J was taken from the landfill cap looking towards residential properties to the southeast. Existing vegetation obscures views from those residences. Minor views from those residences may be possible during leaf-off conditions. Installation of additional native evergreen plants will further reduce potential visibility of the Project. Viewpoint K Viewpoint K was taken from the landfill cap looking towards residential properties to the southeast. Existing vegetation obscures views from those residences. Minor views from those residences may be possible during leaf-off conditions. Installation of additional native evergreen plants will further reduce potential visibility of the Project. 4.6 Safety Each of the two arrays will be surrounded by a gated and locked fence to limit unauthorized access. The gates will be accessible to emergency responders through Knoxbox system. Signs will be posted on perimeter fences and electrical equipment to warn of the electrical hazards of the Project. A sign with emergency contact information will be posted near the gates. SRE will continue to coordinate with the Fire Marshal to ensure emergency access to the Project and create an emergency plan for the Project. 4.7 Operations and Maintenance A long-term Operations and Maintenance Plan is included as Exhibit P. Although the Project will be remotely monitored, routine on-site inspections will be conducted. After construction, the Project site will be seeded with low growth/low maintenance ground cover. SRE will retain a vegetation management contractor who will be responsible for inspecting and maintaining vegetation along the Project access road, along the outer edge of the Project fenceline, and all areas within the Project fenceline. All other areas of the parcel will be maintained by the landowner. 5.0 The Compliance with Special Exception and Site Plan Review Criteria 5.1 Criteria for Commercial Solar Energy Systems Under Subsection 280-62B(10), commercial solar energy systems must meet the following criteria: • The commercial solar energy system shall not be on a parcel of less than five acres. Project Compliance: SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 9 The parcel where the Project site is located is approximately 61.19 acres, exceeding the minimum 5-acre area for development as a commercial SGF. • Solar energy production facilities shall be permitted only on those lands previously cleared and/or disturbed on or before January 1, 2018. No additional clearing shall be permitted, except that the removal of shrubs, underbrush and trees under six inches in diameter shall be permitted and shall not be deemed clearing. Project Compliance: The Project site consists of a closed landfill with no existing trees. • All ground-mounted panels shall not exceed the height of eight feet Project Compliance: The maximum height of the panels will not exceed 8 feet (see Exhibit H) • All mechanical equipment of the commercial solar energy system, including any structure for batteries or storage cells, shall be completely enclosed by a minimum eight-foot-high fence with a self-locking gate. Project Compliance: Each array, and associated electrical equipment, is surrounded by a minimum 8-foot fence (see Exhibit H). • Notwithstanding any requirement in § 280-59 of this chapter, the total surface area of all ground-mounted and freestanding solar collectors, including solar photovoltaic cells, panels, and arrays, shall not exceed 80% of the total parcel area. Project Compliance: The completed project will use approximately 20 acres or 33.3 percent of the total landfill parcel. • A minimum twenty-five-foot perimeter buffer, consisting of natural and undisturbed vegetation, supplemented with evergreen plantings, as needed, shall be provided around all mechanical equipment and solar panel arrays to provide screening from adjacent residential properties and Town, county and state roads. Project Compliance: SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 10 Two segments of vegetative boundary are proposed along the eastern side of the Project Site between the solar arrays and residential properties (see Exhibit H). The vegetative barrier will include native species. • A minimum setback for a solar energy production facility and the equipment used in conjunction with the solar energy production facility shall be located at least 100 feet from any residential dwelling or zone. Project Compliance: All equipment associated with the SGF is at least 100 feet from any residential dwelling or zone. • All solar energy production systems shall be designed and located in order to prevent reflective glare toward any habitable buildings as well as streets and rights-of-way. Project Compliance: Additional native plants will be installed to the southeast of the Project to obscure views of the Project from Route 48. Additionally solar panels are designed to be non-reflective and to capture as much incident light as possible. During its review of interim policy on solar facilities on or near airports, the FAA determined based on pilot input that the glint/glare from light reflected from solar panels was similar to glint/glare experienced due to reflection off from bodies of water, buildings with glass facades, or parking lots, and not likely to be a nuisance. When visible from roadways drivers will likely have similar experience. • All on-site utility and transmission lines shall be, to the extent feasible, placed underground. Project Compliance: To the extent feasible, connections within the Project will be underground. The interconnection line will rise to overhead lines for connection at an existing utility pole. Additional utility poles will need to be installed near Church Lane to facilitate interconnection. • A clearly visible warning sign concerning voltage must be placed at the base of all pad- mounted transformers and substations. Project Compliance: All electrical equipment will have signs warning of hazards in accordance with relevant electrical codes. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 11 • The system shall be designed and situated to be compatible with the existing uses on adjacent and nearby properties. Project Compliance: The Project is situated on a landfill to make use of land that would otherwise remain vacant. The Project will not interfere with or disturb uses on neighboring properties. The Project has been designed to minimize visual and sound impacts to nearby properties. • In approving a special exception, the Planning Board may waive or modify any of the above criteria if it finds that there is no detriment to public health, safety and welfare. Project Compliance: Acknowledged. SRE is not requesting any waivers at this time. • Any special exception approval granted under this article shall have a term of 20 years, commencing from the grant of the special exception, which may be extended for additional five-year terms upon application to the Planning Board. Project Compliance: Acknowledged. 5.2 General Standards for Special Exception Uses Section 280-142 of the zoning code sets forth the general standards for special exception uses. The following summarizes how the Project will comply with these standards. • That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts. Project Compliance: The Project will not interfere with uses on neighboring properties. During operations there will be minimal traffic associated with the Project during normal operations with only 1-2 vehicle trips per month for routine maintenance activities. The noise producing elements of the Project will be located centrally in the Project site, set back from the boundaries of the landfill parcel to minimize noise impacts on neighboring properties. A newly installed vegetative barrier on the southeast side of the Project will supplement existing vegetation to further obscure the Project from residences. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 12 • That the safety, the health, the welfare, the comfort, the convenience or the order of the Town will not be adversely affected by the proposed use and its location. Project Compliance: Access to the site by the general public will be limited by fences with locked gates. Signs alerting the public of the electrical hazards will be posted on the fence. The Project will not produce any fluids or fumes that pose a threat to health and will contribute electricity without the need for additional fossil fuel burning facilities that impacts air quality and represents a potential risk to health. • That the use will be in harmony with and promote the general purposes and intent of this chapter. Project Compliance: The Project is consistent with the general purpose and goals of Southold Town Zoning Code as expressed in Section 280-2 of the code to protect and promote the health, safety, and welfare of the residents of Southold. The Project will provide cleaner, renewable energy without using agricultural land and reducing the need for increases in fossil fuel energy production that would diminish air quality, which can potentially have negative health impacts. • That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance Project Compliance: The Project will occupy land that otherwise would be difficult to develop given the presence of the capped landfill. Agricultural land is frequently considered for siting of commercial- scale solar generating facilities. The Project’s location will not disturb important agricultural land. Native plants will be installed on the southeast side of the Project to obscure views of the Project from nearby residences and Route 48. The noise producing elements are centrally located within the Project, setback from the boundaries of the landfill parcel, to minimize potential noise impacts. • That all proposed structures, equipment and material shall be readily accessible for fire and police protection. Project Compliance: Each array of the Project will be surrounded by a perimeter fence with a locked gate, which will have Knoxbox access for emergency entrance into the Project site. The Project has SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 13 been designed with access drives and turn arounds, which will allow for access of emergency vehicles. As the Project evolves, SRE will continue to coordinate with emergency responders to ensure safety of the Project site. • That the proposal complies with the requirements of Chapter 236, Stormwater Management, or in the alternative, the Zoning Board of Appeals shall condition such approval on compliance with the requirements of Chapter 236, Stormwater Management. Project Compliance: During construction, erosion and sediment control practices will be implemented to minimize the impacts of the associated soil disturbing activities. During operation of the Project, stormwater runoff from the Project will be directed towards one of four existing stormwater recharge/infiltration basins located at the perimeter of the landfill. An SMCP consistent with Chapter 236 is included as Exhibit J. SRE understands that, as the permit granting authority for special exceptions for commercial-scale solar facilities, the Planning Board will confirm compliance of the SMCP or condition approval of the special exception with compliance with Chapter 236 instead of the Zoning Board of Appeals. 5.3 Factors for Consideration in Approval of Special Exception Section 280-143 of the zoning code lists factors that must be considered by the permit granting authority in the approval of a Special Exception. The following lists these factors and describes how the Project will be consistent with the goals of each issue: • The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. Project Compliance: The Project is surrounded by a mix of uses including residential, commercial and agricultural and the Project is located within the light industrial zoning district. The Project is located on a landfill so that it will not disturb valuable agricultural land in the vicinity of the Project or elsewhere in Southold. The Project will not interfere with uses on neighboring properties. The Project has been designed to minimize visual and sound impacts. During operations, the Project will only increase traffic in the vicinity of the landfill parcel by 1-2 vehicle trips per month for routine maintenance. • The conservation of property values and the encouragement of the most appropriate uses of land Project Compliance: SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 14 The Project has been designed to minimize nuisance factors such as noise, visibility, and traffic, which can influence property values. • The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. Project Compliance: The Project will be remotely operated and will, therefore, not increase daily traffic in the vicinity of the Project site. During operation, the Project will only increase traffic by 1-2 vehicle trips per month for routine maintenance activities. During the peak of construction, the area will experience approximately 40-50 additional vehicle trips per day related to deliveries of materials and equipment and commuting construction workers. The Project site is located with the boundaries of the landfill property and will share access of the existing entrance to the landfill facility. • The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. Project Compliance: The Project does not require any public or private water supply. During operations no sewage, refuse, or other effluent will be generated by the Project. During construction best management practices (BMP) will be used to handle sanitary waste and construction debris. • Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. Project Compliance: The Project will not produce obnoxious gases, odors, smoke, or soot. • Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration of noise. Project Compliance: Access to the Project will be limited by perimeter fences with locked gates such that the potential risk of electrical discharges to public is minimized. No dust producing activities will occur within the Project during operations. During construction, BMPs will be used to minimized dust associated with operation of construction equipment. No lighting is proposed for the Project. The noise producing elements of the Project are centrally SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 15 located and setback from the boundaries of the landfill parcel to minimize potential noise impacts. • Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. Project Compliance: The Project will not interfere with the public use of any parking or recreational facility. • The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. Project Compliance: No on-site or off-street parking is necessary for the operation of the Project. The access drives and turn around areas will offer sufficient space for vehicle parking during routine maintenance activities. • Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. Project Compliance: Access to the Project will be restricted such that large assemblies will not gather at the Project site. SRE will continue to consult with the Fire Marshal and emergency responders on fire and safety-related issues, including ensuring proper access by emergency vehicles and equipment. • Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. Project Compliance: The Project will be constructed on a closed land fill such that no more valuable open space will be used. • Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 16 Project Compliance: The parcel where the Project is located is approximately 60.02 acres, far exceeding the minimum requirement of 5 acres for solar generating facilities in the LI zoning district. • Whether the use to be operated is unreasonably near to a church, school, theater, recreational area or other place of public assembly. Project Compliance: The First Baptist Church of Cutchogue is located approximately 500 feet from the fenceline surrounding the solar arrays. Installation of a visual barrier consisting of native plants is proposed to supplement existing vegetation between the church and the Project to minimize views of the Project. Noise producing elements are centrally located within the Project and setback from the landfill parcel boundary to minimize potential noise impacts. The Church is approximately 850 feet from the concrete pads where transformers and inverters, which do produce sound, will be located. • Whether the site of the proposed use is particularly suitable for such use. Project Compliance: The site is well-suited for use as a solar generating facility. Constructing the facility on the cap of a closed landfill allows for clean energy production on a site that otherwise could not be developed. Construction of the solar arrays will not disrupt any agricultural land or require significant tree-clearing. • Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Project Compliance: The Project is located with the landfill facility and setback from the boundaries of the landfill parcel. The nearest residences are approximately 400 feet from the Project’s internal fenceline. A visual barrier consisting of native plants will minimize the visual impact of the Project and noise producing elements are located centrally in the Project, setback from the parcel boundaries, to minimize potential noise impacts. • Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. Project Compliance: SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package 17 During operation of the Project, stormwater runoff will be directed towards one of four existing stormwater infiltration/recharge basins located at the perimeter of the landfill facility, which are sufficient to manage runoff associated with the increased impervious cover of the ballast blocks supporting the solar panels and the concrete equipment pads. An SMCP that complies with Section 236 of the Southold town code is presented in Exhibit J. No liquid or gaseous waste will be produced by the Project. Any solid waste associated with maintenance of the Project will be removed and recycled or disposed of at an appropriate facility. During construction BMPs will be used to manage stormwater as well as all solid, liquid, or gaseous waste. • Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Project Compliance: With its location on a closed landfill, the Project will be located on land that has been highly disturbed previously. Stormwater from the Project will be directed towards one of four existing stormwater infiltration/recharge basins located at the perimeter of the landfill, which are sufficient to manage increased runoff associated with new impervious surfaces. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit A Site Plan Review Application SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location Site Plan Name: Application Date: II -------- Suffolk County Tax Map #1000- __ - __ - __ Other SCTM #s _ Street Address: Hamlet: Distance to nearest intersection: ---------------------------- Type of Site Plan: __ New Amended Residential Zoning District Owners/ Agent Contact Information Please list name, mailin address, and hone number for the ea le below: Property Owner _ Street City_State Zip _ Home Telephone Other Applicant _ Street -------------------------- City State Zip _ Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* _ Street -------------------------- City State Zip ------------- -------- ---- Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 1 17 2025 Site Data Proposed construction type: __ New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: ac./sq. ft. Site Plan build-out acreage or square footage: ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y_N_ If "yes", explain ( and attach any necessary documentation title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: I I Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: _ List all proposed property uses: _ Other accessory uses: --------------------------------- Existing lot coverage. % Proposed lot coverage: % Gross floor area of existing structure( s) : sq. ft. Gross floor area of proposed structure( s) : _ Parking Space Data: # of existing spaces: __ # of proposed spaces: Loading Berth: Yes_ No_ Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: % Wetlands: Is this property within 500' of a wetland area? Yes I, the undersigned, certify that all the above information is true. No Maybe Signature of Preparer: Date. 1/15/25_ 2 Site Plan Application Form 2/18/2010 SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit B Transactional Disclosure Form SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit C Owner Affidavit Owner Authorization of an Application We, the Town of Southold, NY, owners of the property identified as SCTM# 1000-096.00-01.00- 017.005 in Cutchogue, NY, herby authorize Summit Ridge Energy to apply for a site plan on our property at 6155 Cox Lane, Hamlet of Cutchogue, Town of Southold, NY on our property and hire any agents necessary to complete the work in the site plan application process with the Southold Planning Board. Signature:_______________ Sworn before me on this _____ day of________2025, ______________________ [Notary Stamp] (TO BE SUPPLIED BY TOWN AS OWNERS OF THE PROPERTY) SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit D Coastal Consistency Assessment Form 1000-096.0001.00017.005 Summit Ridge Energy Southold Landfill Solar Project X X Developing a closed landfill as a commercial-scale solar generating facility. 6155 Cox Lane, Cutchogue, Southold, NY 60.02 acres Closed municipal landfill Light Industrial (LI) Summit Ridge Energy 1515 Wilson Blvd, Suite 300 Arlington, VA 22209 (781)366-2467 X X The Project makes use of a closed landfill to provide renewable anergy to Southold and neighboring communities without using other more valuable open space. x X The Project has been designed to not be discordant with existing visual features. A vegetative border of native plants is proposed for the southeast side of the Project to provide a visual barrier between the Project and neighboring residential properties and Route 48. To the extent practicable electrical lines within the Project will be underground. X The Project is located outside the FEMA special flood hazard area. During construction best management practices will be used to minimmize flooding and erosion. The existing stormwater management system is adequate to allow for groundwater infiltration on-site for post-construction conditions. X During the contruction period, best management practices will be used to minimize stormwater runnoff to off-site surface waters. The existing stormwater management system at the lanfill is adequate to allow for ground water infiltration on-site for post-construction conditions. X SRE commissioned a preliminary review of historical and cultural resources in the vicinity of the Project site. The NY Cultural Resource Information System (CRIS) did not identify any cultural resource management studies or archeological investigations within one mile of the Project site. The only historic site within close proximity to the Project site is the First Baptist Church of Cutchogue, which is <0.1 miles to the south of the Project site. A vegetative barrier of native plants will be installed along the southeast of the Project site to minimize the visual impact of the Project. X X The Project is proposed for a closed landfill and therefore will not disrupt any quality wildlife habitat. There are no wetlands on the Project site and no stormwater runoff is anticipated to flow offsite. The Project is renewable energy source that will not produce emissions and will reduce the need for other emissions-porducing energy sources. X All solid waste associated with the construction of the Project will be recycled or disposed of at an appropriate off-site facility. At the end of the Project's useful life-span, all Project components will be removed from the site and likewise recycled or disposed of. 1FSNJUUJOH4QFDJBMJTU X X X X Agricultural lands are often prime locations for the siting of comercial-scale solar facilities. The Project instead utilizes a closed landfill and will not disturb any existing agricultural land. The Project has been sited on a closed landfill to minimize or eliminate impacts to coastal resources, trees, prime wildlife habitats,and wetlands. SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit E State Environmental Quality Review Act Short Form SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit F Locus Figure DignansRd Oregon Rd CoxLn MiddleRd DepotLn CountyRoad48Co m m erce Dr X X X X X X X X X X XX X XXXXXX X XXX X X X X X X X X X XX X X XX X XXXX X X XX X XX X X X XXX XX X X XX X X X X X X FENCE PROPERTY LINE LANDFILL CAP DATE: APPROVED BY: CHECKED BY: DRAWN BY:PROJ. NO.: FILE: TITLE: PROJECT: 480459_PHOTOLOCATIONSCO O R D I N A T E S Y S T E M : W G S 1 9 8 4 W E B M E R C A T O R A U X I L I A R Y S P H E R E ; M A P R O T A T I O N : 0 -- S A V E D B Y : SD E H A I N A U T ON 8 / 3 0 / 2 0 2 4 , 1 3 : 2 8 : 0 5 P M ; F I L E P A T H : T : \ 1 - P R O J E C T S \ S U M M I T R I D G E E N E R G Y \ 4 8 0 4 5 9 _ S O U T H H O L D _ L A N D F I L L \ 2 - A P R X \ 4 8 0 4 5 9 _ P H O T O L O C A T I O N S \ 4 8 0 4 5 9 _ P H O T O L O C A T I O N S . A P R X ; L A Y O U T N A M E : L O C U S AUGUST 2024 1407 BROADWAY, SUITE 3301NEW YORK, NY 10018 F 1:10,000 1" = 833' 0 200 400 FEET BASE MAP: ESRI WORLD IMAGERY 2023DATA SOURCES: TRC L. LEFEBVRE A. SLAYTON S. DEHAINAUT FIGURE 1 480459 PROJECT LOCUS SUMMIT RIDGE ENERGY 1000 WILSON BOULEVARD, SUITE 2400 ARLINGTON, VA Lieb Cellars Winery SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit G Survey (Full-size Plan included under separate cover) COU N T Y R O A D 4 8 CO X L N 45 40 35 30 45 30 35 40 25 45 40 35 30 30 35 40 40 45 35 40 45 50 60 65 55 60 60 55 50 45 45 40 50 4 5 45 45 45 55 55 55 55 60 60 5555 60 60 55 55 70 65 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 40 4045 50 30 20 2520 20 6055504540 35 3025 20 20 15 25 30 35 40 45 50 55 50 55 60 65 70 7 5 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 5 0 7570 55 50 55 25 45 35 35 35 40 45 45 45 4035 40 45 60 50 50 50 60 20 25 30 35 40 45 60 55 50 45 40 35 30 25 20 15 15 20 15 20 20 15 20 50 55 15 20 25 30 35 40 45 50 55 50 15 15 15 15 15 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 60 65 70 75 70 65 60 5555 55 55 50 50 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 S 6 2 ° 0 9 ' 4 4 " E 5 0 7 . 8 9 ' S 4 3 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 5 8 ° 4 2 ' 4 4 " E 20 3 . 1 9 ' S 5 9 ° 3 3 ' 3 4 " E 8 2 6 . 2 3 ' S 21 ° 1 0 ' 1 6 " W 101. 2 8 ' S 21°3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 6 2 ° 2 3 ' 2 4 " E 2 4 3 . 6 0 ' N 39 ° 2 8 ' 1 4 " W 75 . 5 8 ' N 5 8 ° 0 1 ' 3 4 " W 4 0 9 . 2 9 ' S 19° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 5 6 ° 5 8 ' 2 4 " E 10 3 . 1 2 ' S 25 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 5 6 ° 3 1 ' 2 4 " W 4 8 0 . 8 0 ' N 5 5 ° 1 6 ' 2 4 " W 9 6 5 . 2 3 ' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 5 7 ° 5 5 ' 3 4 " W 5 1 8 . 7 1 ' n 5 8 ° 2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59 ° 1 5 ' 0 9 " W 4 6 9 . 5 4 N3 0 ° 4 4 ' 5 1 " E 69 4 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 704 . 0 3 ' S 6 2 ° 1 1 ' 0 3 " E 6 1 . 5 2 ' N 2 7 ° 3 1 ' 4 6 " E 700 . 9 7 ' S 5 8 ° 5 6 ' 2 4 " W 18 0 . 7 1 ' N 5 5 ° 2 2 ' 3 4 " W 22. 6 6 ' S8 7 ° 5 6 ' 4 6 " W 36 . 9 ' NO W O R F O R M E R L Y JO H N A . D R O S K O S K I & SU S A N D R O S K O S K I NO W O R F O R M E R L Y P R I M E P U R V E Y O R S NOW OR FORMERLY GLENN F. HEIDTMANN & RUTH HE I D T M A N N NO W O R F O R M E R L Y BA Y B E R R Y E N T E R P R I S E S (1 0 0 0 - 8 4 - - 0 3 - 3 ) NOW OR FORMERLY THREE BROTHERS REALITY COR P . O F N E W Y O R K NOW OR FORMERLY OLIVE R A . C A M P B E L L 3 (1000-84-03-5) NOW OR FORMERLY RICHARD W. CORAZZIN I (1000-84-03-26.2) NO W O R F O R M E R L Y P U D G E C O R P . (1 0 0 0 - 8 4 - 0 3 - 2 6 . 3 ) NO W O R F O R M E R L Y JO S E P H S E H O E N S T E I N NO W O R F O R M E R L Y AR T H U R V . J U N G E NO W O R F O R M E R L Y NA T H A N H A R R I S & JA N N I E H A R R I S NO W O R F O R M E R L Y RO B E R T T A Y L O R & BA R B A R A T A Y L O R N O W O R F O R M E R L Y FI R S T B A P T I S T C H U R C H O F CU T C H O G U E NO W O R FO R M E R L Y C R O S S V I O L A ST R I C K L A N D N O W O R FO R M E R L Y HE L E N B R O W N NO W O R F O R M E R L Y AR N O L D W . W I L S O N & R O N A L D W I L S O N (10 0 - 9 6 - 0 1 - 1 6 NO W O R F O R M E R L Y AL M A R . W I L L I A M S NO W O R F O R M E R L Y JA M E S M A S O N NO W O R FO R M E R L Y EU G E N E M A R T I N & AL P H E N I C M A R T I N NO W O R F O R M E R L Y FR A N K J . M C B R I D E (1 0 0 0 - 9 6 - 0 1 - 2 ) NO W O R F O R M E R L Y JOH N P . K R U P S K I (1000 - 9 5 - 0 2 - 1 . 1 ) NOW O R F O R M E R L Y FRAN K J . M C B R I D E (1000- 8 3 - 0 3 - 6 1 . 1 ) NO W O R F O R M E R L Y RO Y A . S C H E L I N & JO A N N E S C H E L I N 369 ' R= 7 1 . 5 2 L= 1 2 2 . 8 0 P. O . B PA R C E L P . O . B RE C Y C L I N G BU I L D I N G S87 ° 5 6 ' 4 6 " W 4 4 1 . 2 8 ' DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAI N DRAIN DRA I N DRA I N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRA I N DRA I N DRA I N DRAIN DRA I N DRAI N DRAI N DRA I N DR A I N DRAI N DRAI N DRA I N DRAI N DRAI N DRA I N DRAI N DRAI N DRAI N DRA I N DRAI N DRAI N DRA I N DRAI N DRAI N DRA I N 50 A C ± DRA I N DRA I N DRA I N DRAI N DRA I N DRA I N D.M . H # 2 TO P = 4 8 . 2 0 ' D.M . H # 3 TO P = 4 8 . 2 1 ' D.M . H # 5 D.M . H # 6 TO P = 4 4 . 3 7 ' D.M . H # 4 TO P = 5 0 . 0 5 ' DRA I N DRAI N D.M . H # 1 TO P = 4 5 . 9 8 ' D.M . H # 1 TO P = 4 5 . 9 8 ' D.M . H # 2 TO P = 4 4 . 5 5 ' D.M . H # 3 TO P = 4 6 . 1 2 ' 10 0 ' D.M . H # 1 TO P = 4 1 . 5 4 ' DR A I N DR A I N DR A I N SC A L E : LA S T P L O T : FI L E N A M E : DR A W N B Y : PL O T N A M E : DA T E : MM PL A N T I T L E : OF1 1 SH E E T N O . DE S C R I P T I O N : RE V I S I O N S PR O J E C T T I T L E : DA T E : GE N E R A L N O T E S : 1" = 1 1 5 ' LE G E N D EM A I L - L D A C G @ O P T O N L I N E . N E T FA X : ( 6 3 1 ) 6 1 7 - 6 2 5 6 PH O N E : ( 6 3 1 ) 5 4 9 - 4 7 4 4 Ha u p p a u g e , N Y . 1 1 7 8 8 35 0 M o t o r P a r k w a y , s u i t e 2 0 6 JA N U A R Y 1 2 , 2 0 2 3 EX I S T I N G C O N D I T I O N S PL A N SO U T H H O L D L A N D F I L L SU F F O L K C O U N T Y , N E W Y O R K TO W N O F S O U T H H O L D CU T C H O G U E NOTES:1. NO PART OF THE SUBJECT PROPERTY LIESIN A SPECIAL FLOOD HAZARD AREA OR FLOODHAZARD OR FLOOD PLAIN, HOWEVER DESIGNATED,AS DETERMINED BY OR IN ACCORDANCE WITHCRITERIA ESTABLISHED BY THE FEDERALINSURANCE ADMINISTRATION OR AS DEFINEDBY OR IN ACCORDANCE WITH CRITERIA ESTABLISHED BY ANY GOVERNMENTAL AUTHORITYSUBSURFACE UTILITIES AND/OR STRUCTURES,NOT READILY VISIBLE, ARE NOT CERTIFIED.2. LOCATIONS AND EXISTENCE OF ANY3. NO ENCROACHMENTS AFFECT SUBJECT PROPERTY EXCEPT AS SHOWN 4. THE USE OF THE PROPERTY IS PERMITTED IN ITS ZONE.(L-1)5. PROPERTY HAS PUBLIC ACCESS TO ALL ADJACENT STREETS AS PUBLIC HAVING JURISDICTION. (FLOOD ZONE X)6. OVERALL PARCEL AREA= 60.02 AC + SC T M # 1 0 0 0 - 9 5 - 0 1 - 1 7 . 0 0 5 SURVEYOR'S CERTIFICATION:This is to certify that this map of the real property specifically described in title no.______________________________________dated ________________. (1) is based on a field survey made on Feb, 2023 by me or directly under my supervision in accordance with the mostrecently adopted Minimum Standard Detail Requirements and Classifications for ALTAACSMLand Title Surveys, Items 1, 2, 3, 4, 6(a), 6(b), 7(a), 7(b), 7(c), 8, 9, 10, 11a and 13 through 16, 17, 18, 19 , 2 0 a n d 2 1 Table A thereof, pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM, andin effect on the date of this certification, undersigned further certifies that the proper fieldprocedures, instrumentation, and adequate survey personnel were employed in order to achieveresults comparable to those outlined in the "Minimum Angle, Distance and ClosureRequirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSMLand Title Surveys" (2) to the best of my professional knowledge, information and believe. (a) This Survey Map correctly represents the facts found at the time of the survey. (b) There are no discrepancies between the boundary lines of the Property as shown on this Survey Map and as described in the legal description presented in the Title Commitment: (c) The boundary line dimensions as shown on this Survey Map form a mathematically closed figure within +/-0.2 foot: (d) The boundary lines of the Property are contiguous with the boundary lines of all adjoining streets, highways, rights of way and easements, public or private, as described in their most recent respective legal descriptions of record; and (e) Except as otherwise noted below, if the Property consists of two or more parcels, there are no gaps or gores between said parcels.The undersigned understands and agrees that the parties to whom this certification isaddressed will be relying upon this survey for accuracy with respect to the Property. By:___________________________[SEAL] Robert W. Brown, L.S.DATE:__________________TSK7578618/24/2020 To: Summit Ridge Energy, First American Title Insurance Company FEBUARY 6, 2023 61 5 5 C O X L A EXCEPTIONS:6. Covenants, c o n d i t i o n s , e a s e m e n t s l e a s e s , a g r e e m e n t s o f r e c o r d , e t c . , a s f o l l o w s : a.Easement of L o n g I s l a n d l i g h t i n g c o m p a n y r e c i t e d i n d e e d r e c o r d e d 6 / 2 6 / 1 9 3 5 i n L i b e r 1 8 1 7 a t p a g e 4 8 8 . ( s e e M a p ) + N o t P l o t a b l e b. Electric Ease m e n t r e c o r d e d 1 / 4 / 1 9 2 8 i n L i b e r 1 3 0 4 a t P a g e 1 5 5 . ( s e e M a p ) } f o r T o w e r s - N o t P l o t a b l e c. Electric Ease m e n t r e c o r d e d 1 / 4 / 1 9 2 8 i n L i b e r 1 3 2 4 a t P a g e 3 6 4 . ( s e e M a p ) } f o r T o w e r s - N o t P l o t a b l e d. Electric Ease m e n t r e c o r d e d 7 / 2 / 1 9 4 5 i n L i b e r 2 4 6 3 a t P a g e 1 2 6 . ( s e e M a p ) } f o r T o w e r s - N o t P l o t a b l e e. Declaration o f C o v e n a n t s a n d R e s t r i c t i o n s r e c o r d e d 8 / 1 8 / 1 9 8 7 i n L i b e r 1 0 3 9 5 a t P a g e 2 3 7 ( N O T P L O T A B L E ) f. Declaration o f C o v e n a n t s a n d R e s t r i c t i o n s ( P r i v a t e W e l l C o v e n a n t s ) r e c o r d e d 1 0 / 2 6 / 1 9 9 8 i n L i b e r 1 1 9 2 4 a t P a g e 9 8 0 ( N O T P L O T A B L E - F O R A D J O I N E R ) g. Acquisition b y t h e C o u n t y o f S u f f o l k f o r t h e r e c o n s t r u c t i o n o f M i d d l e R o a d , C . R . 2 7 ( s e c o n d t a k i n g ) M a p # 7 4 R , P a r c e l # A ( f e e a c q u i s i t i o n ) a n d # B ( f i l l e a s e m e n t ) R e c e i p t a n d R e l e a s e recorded 4/19/1 9 6 5 i n L i b e r 5 7 3 1 a t P a g e 1 6 2 , M a p # 7 5 R , P a r c e l # A ( f e e a c q u i s i t i o n ) a n d P a r c e l # B ( f i l l e a s e m e n t ) R e c e i p t a n d R e l e a s e r e c o r d e d 7 / 1 9 / 1 9 6 5 i n L i b e r 5 7 8 2 a t P a g e 2 7 4 , a n d Map #80 Parce l # A ( f e e a c q u i s i t i o n ) , P a r c e l # C ( c u t e a s e m e n t ) a n d P a r c e l # D ( f i l l E a s e m e n t ) R e c e i p t a n d R e l e a s e r e c o r d e d 9 / 1 4 / 1 9 6 5 i n L i b e r 5 8 1 9 a t P a g e 2 0 8 . ( C o n s i d e r e d b y M a p ) L E G A L D E S C R I P T I O N S o u t h h o l d T o w n L a n d f i l l C u t c h o g u e , T o w n o f S o u t h h o l d , S u f f o l k C o u n t y N Y A L L T H A T C E R T A I N P L O T , P I E C E O R P A R C E L O F L A N D , S I T U A T E , L Y I N G A N D B E I N G I N C U T C H O G U E , T O W N O F S O U T H H O L D , C O U N T Y O F S U F F O L K , S T A T E O F N E W Y O R K , B O U N D A N D D E S I G N A T E D A S F O L L O W S : B E G I N I N G A T A P O I N T B E I N G T H E I N T E R S E C T I O N O F T H E N O R T H E R L Y R . O . W . L I N E O F M A I N R D ( C R - 4 8 ) W I T H T H E W E S T E R N L Y R . O . W . L I N E O F C O X L A T H E N T H E N C E N O R T H W E S T E R N L Y 3 6 9 ± F E E T T O T H E P O I N T O R P L A C E O F B E G I N I N G , T H E N C E T H E F O L L O W I N G T W E N T Y - S E V E N ( 2 7 ) C O U R S E S A N D D I S T A N C E S T H E N C E S o u t h 2 7 d e g r e e s 3 1 m i n u t e s 4 6 s e c o n d s W e s t f o r a d i s t a n c e o f 7 0 4 . 0 3 f e e t ; T H E N C E S o u t h 5 8 d e g r e e s 5 6 m i n u t e s 2 4 s e c o n d s W e s t f o r a d i s t a n c e o f 1 8 0 . 7 1 f e e t ' T H E N C E S o u t h 2 1 d e g r e e s 3 5 m i n u t e s 2 6 s e c o n d s W e s t f o r a d i s t a n c e o f 4 3 7 . 4 2 f e e t ; T H E N C E S o u t h 6 2 d e g r e e s 2 3 m i n u t e s 2 4 s e c o n d s E a s t f o r a d i s t a n c e o f 2 4 3 . 6 0 f e e t ; T H E N C E S o u t h 2 3 d e g r e e s 5 9 m i n u t e s 4 6 s e c o n d s W e s t f o r a d i s t a n c e o f 3 1 6 . 7 3 f e e t ; T H E N C E N o r t h 3 9 d e g r e e s 2 8 m i n u t e s 1 4 s e c o n d s W e s t f o r a d i s t a n c e o f 7 5 . 5 8 f e e t ; T H E N C E N o r t h 5 8 d e g r e e s 0 1 m i n u t e s 3 4 s e c o n d s W e s t f o r a d i s t a n c e o f 4 0 9 . 2 9 f e e t ; T H E N C E S o u t h 1 9 d e g r e e s 2 7 m i n u t e s 3 0 s e c o n d s W e s t f o r a d i s t a n c e o f 3 0 1 . 2 9 f e e t ; T H E N C E S o u t h 5 6 d e g r e e s 5 8 m i n u t e s 2 4 s e c o n d s E a s t f o r a d i s t a n c e o f 1 0 3 . 1 2 f e e t ; T H E N C E S o u t h 2 5 d e g r e e s 0 6 m i n u t e s 1 6 s e c o n d s W e s t f o r a d i s t a n c e o f 3 1 2 . 1 8 f e e t ; T H E N C E N o r t h 5 5 d e g r e e s 2 2 m i n u t e s 3 4 s e c o n d s W e s t f o r a d i s t a n c e o f 2 2 . 6 6 f e e t ; T H E N C E N o r t h 5 6 d e g r e e s 3 1 m i n u t e s 2 4 s e c o n d s W e s t f o r a d i s t a n c e o f 4 8 0 . 8 0 f e e t ; T H E N C E N o r t h 5 5 d e g r e e s 1 6 m i n u t e s 2 4 s e c o n d s W e s t f o r a d i s t a n c e o f 9 6 5 . 2 3 f e e t ; T H E N C E N o r t h 3 1 d e g r e e s 4 1 m i n u t e s 2 6 s e c o n d s E a s t f o r a d i s t a n c e o f 5 5 8 . 7 7 f e e t ; T H E N C E N o r t h 5 7 d e g r e e s 5 5 m i n u t e s 3 4 s e c o n d s W e s t f o r a d i s t a n c e o f 5 1 8 . 7 1 f e e t ; T H E N C E N o r t h 5 8 d e g r e e s 2 4 m i n u t e s 5 6 s e c o n d s E a s t f o r a d i s t a n c e o f 3 8 7 . 9 9 f e e t ; T H E N C E N o r t h 5 9 d e g r e e s 1 5 m i n u t e s 0 9 s e c o n d s W e s t f o r a d i s t a n c e o f 4 6 9 . 5 4 f e e t ; T H E N C E N o r t h 3 0 d e g r e e s 4 4 m i n u t e s 5 1 s e c o n d s E a s t f o r a d i s t a n c e o f 6 9 4 . 1 0 f e e t ; T H E N C E S o u t h 6 2 d e g r e e s 0 9 m i n u t e s 4 4 s e c o n d s E a s t f o r a d i s t a n c e o f 5 0 7 . 8 9 f e e t ; T H E N C E S o u t h 4 3 d e g r e e s 0 9 m i n u t e s 1 6 s e c o n d s W e s t f o r a d i s t a n c e o f 3 0 3 . 7 0 f e e t ; T H E N C E S o u t h 5 8 d e g r e e s 4 2 m i n u t e s 4 4 s e c o n d s E a s t f o r a d i s t a n c e o f 2 0 3 . 1 9 f e e t ; T H E N C E S o u t h 5 9 d e g r e e s 3 3 m i n u t e s 3 4 s e c o n d s E a s t f o r a d i s t a n c e o f 8 2 6 . 2 3 f e e t ; T H E N C E S o u t h 8 7 d e g r e e s 5 6 m i n u t e s 4 6 s e c o n d s W e s t f o r a d i s t a n c e o f 3 6 . 9 f e e t ; T H E N C E S o u t h 2 1 d e g r e e s 1 0 m i n u t e s 1 6 s e c o n d s W e s t f o r a d i s t a n c e o f 1 0 1 . 2 8 f e e t ; T H E N C E S o u t h 8 7 d e g r e e s 5 6 m i n u t e s 4 6 s e c o n d s W e s t f o r a d i s t a n c e o f 4 4 1 . 2 8 f e e t ; T H E N C E N o r t h 2 7 d e g r e e s 3 1 m i n u t e s 4 6 s e c o n d s E a s t f o r a d i s t a n c e o f 7 0 0 . 9 7 f e e t ; T H E N C E S o u t h 6 2 d e g r e e s 2 8 m i n u t e s 1 4 s e c o n d s E a s t f o r a d i s t a n c e o f 6 1 . 5 2 f e e t ; T O T H E P O I N T O F P L A C E O F B E G I N N I N G . T o g e t h e r w i t h a n d s u b j e c t t o c o v e n a n t s , e a s e m e n t s , a n d r e s t r i c t i o n s o f r e c o r d . S a i d p r o p e r t y b e i n g S C T M # 1 0 0 0 - 9 5 - 0 1 - 1 7 . 0 0 5 A R E A = 6 0 . 0 2 ± A C SE W E R WA T E R EL E C T R I C DR A I N TE L E P H O N E CA B L E FI B E R O P SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit H Site Plan (Full-size Plans included under separate cover) GENERAL NOTES FOR CONTRACTORPROJECT DES C R I P T I O N 1.THE CONTRACTOR WILL COMPLETE ALL WORK TO THE SATISFACTION OF SUMMIT RIDGE ENERGY(SRE) IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THESE PLANS DO NOT COMPLETELYPROVIDE SPECIFIC INSTRUCTIONS/MEANS AND METHODS REQUIRED TO SEQUENTIALLY BUILD THESOLAR PROJECT. THE CONTRACTOR SHALL CONSTRUCT ALL SITE FEATURES SHOWN ON THESEPLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS APPLICABLE ATTHE TIME OF CONSTRUCTION.2.THE CONTRACTOR SHALL ACCEPT THE SITE AS IT EXISTS AT THE TIME OF THE EPCA SIGNATURE.THE CONTRACTOR WILL DETERMINE THE QUANTITY OF WORK NECESSARY TO COMPLETE THEPROJECT. SRE MAKES NO GUARANTEE WITH REGARDS TO THE ACCURACY OF OF THE SURVEYINFORMATION OBTAINED DURING THE DUE DILIGENCE STAGE. THE CONTRACTOR WILLTHOROUGHLY INSPECT THE SITE PRIOR TO BID IN ORDER TO FIELD VERIFY EXISTING SITECONDITIONS; CORRELATE CONDITIONS WITH THE DRAWINGS; AND, RESOLVE ANY POSSIBLECONSTRUCTION CONFLICTS WITH SRE PRIOR TO MOBILIZATION. THE CONTRACTOR SHALLPERFORM ADDITIONAL TOPOGRAPHIC SURVEYS HE/SHE DEEMS NECESSARY.3.THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR INFORMATION (RFI) TO SRE PRIORTO CONSTRUCTION OF ANY MODIFIED PROJECT ELEMENT. THE RFI SHALL BE IN AN ACCEPTABLEFORMAT TO PROJECT MANAGER AND WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE WORK ITEMS CONSTRUCTED DIFFERENTLYTHAN INTENDED OR AS DEPICTED ON THE PLANS.4.THERE MAT BE ADDITIONAL NOTES, SPECIFICATIONS, AND REQUIREMENTS CONTAINEDTHROUGHOUT THE PLAN SET AS WELL AS REFERENCES TO SPECIFICATIONS FROM APPLICABLEGOVERNING AUTHORITIES AND INDUSTRY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITYTO OBTAIN, REVIEW AND ADHERE TO ALL THESE DOCUMENTS.5.CONTRACTOR IS CAUTIONED THAT ALL CONSTRUCTION STAKEOUT FOR THIS PROJECT MUST BECOMPLETED FROM THE SITE SPECIFIC SURVEY CONTROL (HORIZONTAL AND VERTICAL) UPONWHICH THE DESIGN IS BASED. THE CONTRACTOR SHOULD NOT RELY ON OR RE-ESTABLISH SURVEYCONTROL BY GPS OR OTHER METHODS FOR USE IN CONSTRUCTION STAKEOUT OR ANY OTHERPURPOSE FOR THIS PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING HORIZONTAL ORVERTICAL DATA SHOWN ON THESE DRAWINGS AND THAT ENCOUNTERED IN THE FIELD MUST BEREPORTED TO THE DESIGN TEAM PRIOR TO CONSTRUCTION FOR RESOLUTION.6.UNDERGROUND UTILITIES AND INFRASTRUCTURE ARE LOCATED IN OR NEAR THE SITE AND MAY BEPRESENT IN AREAS OF PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYINGAND LOCATING UNDERGROUND UTILITIES AND INFRASTRUCTURE PRIOR TO WORK. IF CONFLICTSWITH PROPOSED WORK ARE OBSERVED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY FORREVIEW. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING ADJACENT TO EXISTINGUNDERGROUND UTILITIES AND INFRASTRUCTURE. DAMAGED UTILITIES AND INFRASTRUCTURESHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.ABBREVIATION S THE PROJECT INVOLVES THE CONSTR U C T I O N O F A N A P P R O X I M A T E L Y 4 . 6 0 M E G A W A T T D I R E C T C U R R E N T ( D C ) , 3.06 MEGAWATT ALTERNATING CURR E N T ( A C ) F I X E D T I L T S O L A R S Y S T E M O N T H E P R E V I O U S S O U T H H O L D L A N D FILL IN SUFFOLK COUNTY, N.Y. LOCA T E D O F F O F C O X . L N . S L O P E S O N S I T E V A R Y F R O M ~ 5 - 2 0 % . T H E S O L A R RACKING WILL REST ON CONCRET B A L L A S T B L O C K S A N D L I M I T E D D I S T U R B A N C E T O T H E L A N D F I L L C A P I S ANTICIPATED.THE TOWN OF SOUTHOLD INITIATED O P E R A T I O N S A T T H E L A N D F I L L I N 1 9 2 0 F O R T H E D I S P O S A L O F M U N I C I P A L SOLID WASTE, REFUSE, DEBRIS AND S C A V E N G E R W A S T E . I T W A S O P E R A T E D C O N T I N O U S L Y U N T I L 1 9 9 3 W H E N I T WAS CLOSED AND CAPPED. THE CA P C O N S I S T S O F A 6 " T O P S O I L L A Y E R , A B A R R I E R P R O T E C T I O N L A Y E R CONSISTING OF 12" OF CLEAN FILL, A G E O C O M P O S I T E D R A I N A G E L A Y E R , A G E O M E M B R A N E C A P , A N D A G A S VENTING LAYER CONSISTING OF SAND . T H E C A P I S C O N S T R U C T E D O N A P P R O X I M A T E L Y 2 . 5 F E E T O F C O M P A C T E D SILTY SAND WITH UP TO 10 FEET OF C O M P A C T E D F I L L . D U R I N G C L O S U R E , A M I N I M U M O F 1 8 I N C H E S O F S O I L COVER WAS PLACED OVER THE GEOME M B R A N E , T H E M I N I M U M F I N A L C O V E R T H I C K N E S S I S T O B E M A I N T A I N E D . VI C I N I T Y M A P SC A L E : 1 " = 4 , 0 0 0 F T APPLICABLE CODES AND STANDARDSDRAWING INDEXPROJECT DIREC T O R Y PROJECT OWNER/APPLICANT:SUMMIT RIDGE ENERGYLANDOWNER:TOWN OF SOUTHOLDAUTHORITY HAVING JURISDICTION:TOWN OF SOUTHOLDELECTRICAL UTILITY:LIPA EP C : CI V I L E N G I N E E R : TR C E N G I N E E R S , I N C . SU R V E Y O R : LA N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , SU R V E Y I N G , A N D L A N D S C A P E A R C H I T E C T U R E , D . P . C . PR O P E R T Y S U M M A R Y PA R E L N O : 1 0 0 0 - 9 6 . - 1 - 1 7 . 5 AD D R E S S : 6 1 5 5 C O X L N , C U T C H O G U E , N Y 1 1 9 3 5 LO C A T I O N : 4 1 . 0 3 1 0 0 4 , - 7 2 . 4 9 9 1 9 8 OW N E R TO W N O F S O U T H O L D CO U N T Y : S U F F O L K LO T S I Z E : 6 0 . 0 2 A C ZO N I N G : L I ( L I G H T I N D U S T R I A L ) EX I S T I N G U S E : C A P P E D L A N D F I L L A N D M U N I C I P A L W A S T E T R A N S F E R S T A T I O N PR O P O S E D U S E : S O L A R E N E R G Y G E N E R A T I O N LI M I T S O F D I S T U R B A N C E : ~ 3 9 . 8 7 A C AP P R O X I M A T E S I T E A V E R A G E E L E V A T I O N : 7 0 ' 10 0 ' 20 ' 40 ' 70 ' 8' S E T B A C K S FR O N T : SI D E : SI D E ( B O T H ) : RE A R : N/ A N/ A N/ A N/ AN/ A MI N I M U M Y A R D S E T B A C K RE Q U I R E D EX I S T I N G PR O P O S E D MA X I M U M P V P A N E L H E I G H T *R E Q U I R E D S E T B A C K S P E R S E C T I O N 2 8 0 - 6 2 O F T H E S O U T H O L D C O D E 14 6 ' 13 6 ' 27 1 ' 78 ' 8' AHJ AUTHORITY HAVING JURIS D I C T I O N APPROXAPPROXIMATELYBLDGBUILDINGCBWCOLLECTOR BANDWIDTHCLCENTERLINECMPCORRUGATED METAL PIPEDEMODEMOLISHDIADIAMETEREL/ELEVELEVATIONEX EXISTINGFTFIXED TILTGALVGALVANIZEDGCR GROUND COVERAGE RATI O HDPEHIGH DENSITY POLYETHYL E N E IDINSIDE DIAMETERININCHESIFCINTERNATIONAL FIRE COD E ILRINVERTER LOADING RATIO IN V I N V E R T IR S I N T E R R O W S P A C I N G LA T L A T I T U D E LO N G L O N G I T U D E MO D M O D U L E S NE C N A T I O N A L E L E C T R I C A L C O D E NT S N O T T O S C A L E OA E O R A P P R O V E D E Q U A L OC O N C E N T E R OD O U T S I D E D I A M E T E R PA G P O S T A B O V E G R A D E PO I P O I N T O F I N T E R C O N N E C T I O N PV P H O T O V O L T A T I C PV C P O L Y V I N Y L C H L O R I D E SA T S I N G L E A X I S T R A C K E R SC H S C H E D U L E TT H T O R Q U E T U B E H E I G H T TY P T Y P I C A L C-01 COVER SHEETC-01A KEY MAP - NORTHC-01B KEY MAP - SOUTHC-02 EXISTING CONDITIONS SHEETC-03 SITE PLANC-04 EROSION AND SEDIMENT CONTROL PLANC-05 DETAILS SHEETC-06 DETAILS SHEETC-07 DETAILS SHEETC-08 DETAILS SHEETC-09 DETAILS SHEETC-10 DETAILS SHEET AZIMUTH 18 0 ° 20 ° HANW H A Q . P E A K D U O XL - G 1 1 . 3 / B F G 58 0 24 66 2 7, 9 4 4 66 2 ( 2 X 6 ) 39 . 8 0 24 . 8 0 0. 3 8 MODULEMODULE POWER (W)TILT ANGLE STRING LENGTHSTRING QUANTITYMODULE QUANTITYRACKING QUANTITYPITCH (FT)INTER-ROW SPACING (FT)GROUND COVERAGE RATIO SIE M E N S K A C O BLUEPL A N E T 1 2 5 - T L 3 - I N T INVERTER25, D E R A T E D 9 8 % INVERTER QUANTITY 4, 6 0 7 . 5 2 3, 0 6 7 1. 5 0 DC SYSTEM SIZE (kW)AC SYSTEM SIZE (kW)DC/AC RATIOALL THAT CERTAIN PLOT, PIECE OR P A R C E L O F L A N D , S I T U A T E , L Y I N G A N D B E I N G I N =CUTCHOGUE, TOWN OF SOUTHHO L D , C O U N T Y O F S U F F O L K , S T A T E O F N E W Y O R K , B O U N D A N D D E S I G N A T E D A S F O L L O W S : BEGINING AT A POINT BEING THE IN T E R S E C T I O N O F T H E N O R T H E R L Y R . O . W . L I N E O F M A I N R D ( C R - 4 8 ) W I T H T H E W E S T E R N L Y R . O . W . L I N E O F C O X L A THEN THENCE NORTH WESTERNLY 3 6 9 ± F E E T T O T H E P O I N T O R P L A C E O F B E G I N I N G , T H E N C E T H E F O L L O W I N G T W E N T Y - S E V E N ( 2 7 ) C O U R S E S A N D DISTANCESTHENCE SOUTH 27 DEGREES 31 MIN U T E S 4 6 S E C O N D S W E S T F O R A D I S T A N C E O F 7 0 4 . 0 3 F E E T ; T H E N C E S O U T H 5 8 D E G R E E S 5 6 M I N U T E S 2 4 S E C O N D S WEST FOR A DISTANCE OF 180.71 FE E T ' ; T H E N C E S O U T H 2 1 D E G R E E S 3 5 M I N U T E S 2 6 S E C O N D S W E S T F O R A D I S T A N C E O F 4 3 7 . 4 2 F E E T ; T H E N C E S O U T H 62 DEGREES 23 MINUTES 24 SECON D S E A S T F O R A D I S T A N C E O F 2 4 3 . 6 0 F E E T ; T H E N C E S O U T H 2 3 D E G R E E S 5 9 M I N U T E S 4 6 S E C O N D S W E S T F O R A DISTANCE OF 316.73 FEET; THENCE N O R T H 3 9 D E G R E E S 2 8 M I N U T E S 1 4 S E C O N D S W E S T F O R A D I S T A N C E O F 7 5 . 5 8 F E E T ; T H E N C E N O R T H 5 8 D E G R E E S 0 1 MINUTES 34 SECONDS WEST FOR A D I S T A N C E O F 4 0 9 . 2 9 F E E T ; T H E N C E S O U T H 1 9 D E G R E E S 2 7 M I N U T E S 3 0 S E C O N D S W E S T F O R A D I S T A N C E O F 3 0 1 . 2 9 FEET; THENCE SOUTH 56 DEGREES 5 8 M I N U T E S 2 4 S E C O N D S E A S T F O R A D I S T A N C E O F 1 0 3 . 1 2 F E E T ; T H E N C E S O U T H 2 5 D E G R E E S 0 6 M I N U T E S 1 6 SECONDS WEST FOR A DISTANCE O F 3 1 2 . 1 8 F E E T ; T H E N C E N O R T H 5 5 D E G R E E S 2 2 M I N U T E S 3 4 S E C O N D S W E S T F O R A D I S T A N C E O F 2 2 . 6 6 F E E T ; T H E N C E NORTH 56 DEGREES 31 MINUTES 24 S E C O N D S W E S T F O R A D I S T A N C E O F 4 8 0 . 8 0 F E E T ; T H E N C E N O R T H 5 5 D E G R E E S 1 6 M I N U T E S 2 4 S E C O N D S W E S T F O R A DISTANCE OF 965.23 FEET; THENC E N O R T H 3 1 D E G R E E S 4 1 M I N U T E S 2 6 S E C O N D S E A S T F O R A D I S T A N C E O F 5 5 8 . 7 7 F E E T ; T H E N C E N O R T H 5 7 D E G R E E S 55 MINUTES 34 SECONDS WEST FOR A D I S T A N C E O F 5 1 8 . 7 1 F E E T ; T H E N C E N O R T H 5 8 D E G R E E S 2 4 M I N U T E S 5 6 S E C O N D S E A S T F O R A D I S T A N C E O F 387.99 FEET; THENCE NORTH 59 DEG R E E S 1 5 M I N U T E S 0 9 S E C O N D S W E S T F O R A D I S T A N C E O F 4 6 9 . 5 4 F E E T ; T H E N C E N O R T H 3 0 D E G R E E S 4 4 M I N U T E S 5 1 SECONDS EAST FOR A DISTANCE O F 6 9 4 . 1 0 F E E T ; T H E N C E S O U T H 6 2 D E G R E E S 0 9 M I N U T E S 4 4 S E C O N D S E A S T F O R A D I S T A N C E O F 5 0 7 . 8 9 F E E T ; T H E N C E SOUTH 43 DEGREES 09 MINUTES 16 S E C O N D S W E S T F O R A D I S T A N C E O F 3 0 3 . 7 0 F E E T ; T H E N C E S O U T H 5 8 D E G R E E S 4 2 M I N U T E S 4 4 S E C O N D S E A S T F O R A DISTANCE OF 203.19 FEET; THENC E S O U T H 5 9 D E G R E E S 3 3 M I N U T E S 3 4 S E C O N D S E A S T F O R A D I S T A N C E O F 8 2 6 . 2 3 F E E T ; T H E N C E S O U T H 8 7 D E G R E E S 56 MINUTES 46 SECONDS WEST FOR A D I S T A N C E O F 3 6 . 9 F E E T ; T H E N C E S O U T H 2 1 D E G R E E S 1 0 M I N U T E S 1 6 S E C O N D S W E S T F O R A D I S T A N C E O F 1 0 1 . 2 8 FEET; THENCE SOUTH 87 DEGREES 5 6 M I N U T E S 4 6 S E C O N D S W E S T F O R A D I S T A N C E O F 4 4 1 . 2 8 F E E T ; T H E N C E N O R T H 2 7 D E G R E E S 3 1 M I N U T E S 4 6 SECONDS EAST FOR A DISTANCE O F 7 0 0 . 9 7 F E E T ; T H E N C E S O U T H 6 2 D E G R E E S 2 8 M I N U T E S 1 4 S E C O N D S E A S T F O R A D I S T A N C E O F 6 1 . 5 2 F E E T ; T O T H E POINT OF PLACE OF BEGINNING.PARCEL AREA L E G A L D E S C R I P T I O N TO W N O F S O U T H O L D 61 5 5 C O X L A N E CU T C H O G U E , N Y 1 1 9 3 5 SO L A R P R O J E C T SO U T H O L D L A N D F I L L LA T / L O N G : 4 1 . 0 3 1 0 0 4 , - 7 2 . 4 9 9 1 9 8 ~2 LEADING EDGE (FT)INCLUDING BUT NOT LIMITED TO:-TOWN OF SOUTHOLD CODE (IN PARTICULAR SECTION 280 & SWM PROGRAMREQUIREMENTS)-NYSDEC REQUIREMENTS-NYSDEC MEMORANDUM, DATED APRIL 6, 2018 REGARDING STORMWATER/SWPPP GUIDANCE-NYSDEC EROSION AND SEDIMENT CONTROL HANDBOOK (BLUEBOOK)PV ARRAY SU M M A R Y AD D I T I O N A L N O T E S 1. T H E P R O J E C T H O R I Z O N T A L C O O R D I N A T E S S Y S T E M I S B A S E D O N N A D 8 3 N E W Y O R K S T A T E P L A N E ( U S S U R V E Y F E E T , E A S T Z O N E , N Y 8 3 - E ) . E L E V A T I O N S A R E B A S E D O N N A V D 8 8 ( U S S U R V E Y F E E T ) . 2. T O P O G R A P H Y S H O W N O N T H E S E P L A N S W A S C O M P L E T E D B Y L A N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , S U R V E Y I N G A N D L A N D A R C H I T E C T U R E D . P . C . U S I N G A B A S E & R O V E R R T K G P S S Y S T E M T O D E V E L O P C O N T O U R S A T A 1 F O O T IN T E R V A L . 3. P R O J E C T P R O P E R T Y B O U N D A R I E S A R E 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 B Y L A N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , S U R V E Y I N G A N D L A N D A R C H I T E C T U R E D . P . C . L A N D S U R V E Y I N G F R O M A S U R V E Y C O M P L E T E D I N J A N U A R Y 2 0 2 3 . 4. E X I S T I N G U T I L I T I E S A R E A P P R O X I M A T E A N D S H O U L D B E V E R I F I E D B Y C O N T R A C T O R . D I G S A F E L Y N E W Y O R K ( 8 1 1 ) S H A L L B E N O T I F I E D A M I N I M U M O F 7 2 - H O U R S P R I O R T O C O M M E N C I N G A N Y E X C A V A T I O N . 5. N O P A R T O F T H E S U B J E C T P R O P E R T Y L I E S I N A S P E C I A L F L O O D H A Z A R D A R E A O R F L O O D H A Z A R D O R F L O O D P L A I N , H O W E V E R D E S I G N A T E D , A S D E T E R M I N E D B Y O R I N A C C O R D A N C E W I T H C R I T E R I A E S T A B L I S H E D B Y T H E F E D E R A L IN S U R A N C E A D M I N I S T R A T I O N O R A S D E F I N E D B Y O R I N A C C O R D A N C E W I T H C R I T E R I A E S T A B L I S H E D B Y A N Y G O V E R N M E N T A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . ( F L O O D Z O N E X ) 6. T H I S I S A P R E L I M I N A R Y D E S I G N P L A N P R O V I D E D F O R P E R M I T T I N G O N L Y . F I N A L D E S I G N S H A L L B E M O D I F I E D T O S U P P O R T C O N S T R U C T I O N , M A T C H F I N A L E L E C T R I C A L I N T E R C O N N E C T I O N S T U D I E S , E Q U I P M E N T P U R C H A S E D , A N D PO S S I B L E P E R M I T C O N S T R A I N T S R E V E A L E D D U R I N G P R O J E C T ' S R E V I E W . 7. A L L W O R K D E T A I L E D O N T H E S E P L A N S S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E P R O J E C T S P E C I F I C A T I O N S , A N D A N Y O T H E R A P P L I C A B L E T E C H N I C A L R E P O R T S . W H E R E I N D I C A T E D , S T A T E A N D / O R L O C A L C O D E S A N D ST A N D A R D S P E C I F I C A T I O N S S H A L L A P P L Y . 8. T H E C O N T R A C T O R S H A L L A B I D E B Y A L L L O C A L , S T A T E , A N D F E D E R A L L A W S , R U L E S A N D R E G U L A T I O N S W H I C H A P P L Y T O T H E C O N S T R U C T I O N O F T H E S E I M P R O V E M E N T S , I N C L U D I N G S T A T E A N D F E D E R A L R E Q U I R E M E N T S . 9. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R O T E C T I N G A L L E X I S T I N G U T I L I T Y L I N E S W I T H I N O R A D J A C E N T T O T H E C O N S T R U C T I O N A R E A . A N Y D A M A G E T O E X I S T I N G F A C I L I T I E S C A U S E D B Y C O N S T R U C T I O N A C T I V I T Y S H A L L B E R E P A I R E D OR R E P L A C E D A T T H E C O N T R A C T O R ' S E X P E N S E . 10 . C O N S T R U C T I O N S H A L L N O T O C C U R I N A N Y P U B L I C R I G H T S O F W A Y , P U B L I C O R P R I V A T E E A S E M E N T S , B E Y O N D T H E L I M I T S O F D I S T U R B A N C E , O R O U T S I D E T H E P R O P E R T Y L I M I T S W I T H O U T N E C E S S A R Y P E R M I T S A N D A P P R O V A L S . A N Y PU B L I C O R P R I V A T E P R O P E R T Y O R I M P R O V E M E N T S D A M A G E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P A I R E D T O T H E S A T I S F A C T I O N O F T H E O W N E R A T T H E C O S T O F T H E C O N T R A C T O R . 11 . O V E R N I G H T P A R K I N G O F C O N S T R U C T I O N E Q U I P M E N T S H A L L N O T O B S T R U C T D R I V E W A Y S O R D E S I G N A T E D T R A F F I C L A N E S . T H E C O N T R A C T O R S H A L L N O T S T O R E A N Y E Q U I P M E N T O R M A T E R I A L W I T H I N T H E P U B L I C R I G H T O F W A Y . OV E R N I G H T P A R K I N G O F C O N S T R U C T I O N V E H I C L E S O N P R I V A T E P R O P E R T Y I S T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . 12 . A L L P R O P E R T Y C O R N E R S O R M O N U M E N T S D E S T R O Y E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P L A C E D A T T H E C O N T R A C T O R ' S E X P E N S E . A L L P R O P E R T Y C O R N E R S M U S T B E R E S E T B Y A P R O F E S S I O N A L L A N D S U R V E Y O R L I C E N S E D I N TH E S T A T E O F N E W Y O R K . 13 . C O N T R A C T O R I S R E S P O N S I B L E F O R M A I N T A I N I N G D R A I N A G E T H R O U G H O U T T H E C O N S T R U C T I O N O F T H E P R O J E C T . 14 . C O N T R A C T O R S H A L L F I E L D F I T A L L P R O P O S E D C U L V E R T I N V E R T S T O P R O V I D E P O S I T I V E D R A I N A G E I N T H E D I R E C T I O N O F E X I S T I N G S L O P E S . A L L C U L V E R T S T O B E I N S T A L L E D A T A D E Q U A T E D E P T H S A N D T O D A Y L I G H T . I N L E T S A N D OU T L E T S O F A L L C U L V E R T S T O B E S T A B I L I Z E D W I T H R I P R A P I N A C C O R D A N C E W I T H E R O S I O N C O N T R O L P L A N . 15 . T H E C O N T R A C T O R S H A L L S E C U R E P E R M I T S F R O M T H E S T A T E , C O U N T Y , A N D T O W N A U T H O R I T I E S A S N E C E S S A R Y B E F O R E D R I V I N G C O N S T R U C T I O N E Q U I P M E N T O V E R A N D A C R O S S S T A T E , C O U N T Y O R T O W N M A I N T A I N E D R O A D S . 16 . A L L W O R K I N T H E P U B L I C R I G H T O F W A Y S S H A L L C O N F O R M W I T H T H E N E W Y O R K D E P A R T M E N T O F T R A N S P O R T A T I O N " S T A N D A R D S P E C I F I C A T I O N S , C O N S T R U C T I O N A N D M A T E R I A L S " , D A T E D J A N U A R Y 1 , 2 0 1 9 O R C U R R E N T E D I T I O N . 17 . W E T L A N D S A N D W A T E R C O U R S E S S H O W N I N T H I S P L A N A R E S U B J E C T T O F U T U R E C O N F I R M A T I O N B Y N Y S D E C . 18 . T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L M E A S U R E S F O R T H I S P R O J E C T S H A L L B E I N C O M P L I A N C E W I T H T H E S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N ( S W P P P ) P R E P A R E D F O R T H E P R O J E C T . 19 . T R E E S A N D O T H E R V E G E T A T I O N I N A R E A S O F I D E N T I F I E D C L E A R I N G A N D G R U B B I N G M A Y B E R E D U C E D T O C H I P S B Y T H E U S E O F C H I P P I N G M A C H I N E S O R S T U M P G R I N D E R A N D B E P R E P A R E D F O R U S E A S E R O S I O N C O N T R O L M I X . A L L OT H E R C H I P S A N D W O O D W A S T E R E S U L T I N G F R O M C L E A R I N G A N D G R U B B I N G O P E R A T I O N S S H A L L B E D I S P O S E D O F O F F - S I T E A T A N A P P R O P R I A T E L Y L I C E N S E D F A C I L I T Y A N D I N A M A N N E R A S A P P R O V E D B Y T H E O W N E R . 20 . C O N T R A C T O R S H A L L T A K E N E C E S S A R Y P R E C A U T I O N S T O A V O I D D A M A G E T O E X I S T I N G I M P R O V E M E N T S A N D F A C I L I T I E S T O R E M A I N I N P L A C E . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R R E P A I R A N D R E P L A C E M E N T O F D A M A G E D I T E M S AS A R E S U L T O F C O N S T R U C T I O N O F T H E P R O P O S E D F A C I L I T Y . 21 . T H E W O R K S H A L L B E C A R R I E D O U T N E A R A N D U N D E R E N E R G I Z E D E Q U I P M E N T . E X T R E M E C A U T I O N I S R E Q U I R E D A T A L L T I M E S . T H E C O N T R A C T O R S H A L L S T R I C T L Y F O L L O W A L L A P P L I C A B L E S A F E T Y R E Q U I R E M E N T S . 22 . E A R T H W O R K : U N L E S S E X P L I C I T L Y S T A T E D O T H E R W I S E , R E F E R T O T H E L A T E S T E D I T I O N O F T H E S T A T E O F N E W Y O R K , D E P A R T M E N T O F T R A N S P O R T A T I O N , S T A N D A R D S S P E C I F I C A T I O N S , C O N S T R U C T I O N A N D M A T E R I A L S , F O R GE N E R A L R E Q U I R E M E N T S , P R O D U C T S , A N D E X E C U T I O N R E L A T E D T O T H E C O M P L E T I O N O F P R O P O S E D W O R K . 23 . T H E L I M I T S O F D I S T U R B A N C E S H A L L B E F I E L D S T A K E D B Y A L I C E N S E D L A N D S U R V E Y O R P R I O R T O T H E S T A R T O F W O R K . A C O P Y O F T H E S T A K E O U T S K E T C H S H A L L B E P R O V I D E D T O T H E T O W N O F S O U T H O L D . 24 . P R I O R T O T H E I S S U A N C E O F A B U I L D I N G P E R M I T , T H E A P P L I C A N T S H A L L S U B M I T A N O T I C E O F I N T E N T ( N . O . I . ) T O T H E N Y S D E C A N D P R O V I D E P R O O F O F C O V E R A G E U N D E R T H E S P D E S G E N E R A L P E R M I T F O R C O N S T R U C T I O N A C T I V I T I E S TO T H E T O W N O F S O U T H O L D . 25 . T H E A P P L I C A N T I S A W A R E T H A T T H E E N T I R E S I T E M U S T B E 1 0 0 % S T A B I L I Z E D P R I O R T O T H E I S S U A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y . D I S T U R B E D A R E A S S H A L L B E R E S T O R E D A N D S T A B I L I Z E D A P P R O P R I A T E L Y A N D I N A T I M E L Y MA N N E R . A P P L I C A N T S H A L L S U B M I T A N O T I C E O F T E R M I N A T I O N F O R T H E S P D E S G E N E R A L P E R M I T . 26 . C O N T R A C T O R S H A L L S U B M I T A N A S - B U I L T S I G N E D A N D S E A L E D B Y A N E W Y O R K L I C E N S E D S U R V E Y O R P R I O R T O R E L E A S E O F F I N A L P A Y M E N T . 27 . A L L D E M O L I T I O N D E B R I S I N C L U D I N G F O U N D A T I O N S A N D S L A B S S H A L L B E L A W F U L L Y D I S P O S E D O F O F F - S I T E . R O C K F R O M W A L L S S H A L L B E S T O C K P I L E D O N - S I T E . 28 . E L E C T R I C A L D E S I G N P R O V I D E D H E R E O N W A S P R E P A R E D B Y S U M M I T R I D G E E N E R G Y . 29 . A B S O L U T E L Y N O R E C Y C L E D M A T E R I A L S H A L L B E P E R M I T T E D O N S I T E . O N L Y E A R T H E N M A T E R I A L O R N A T U R A L S T O N E I S P E R M I T T E D T O B E U S E D A S F I L L . A L L F I L L S H A L L B E T E S T E D I N A C C O R D A N C E W I T H A P P L I C A B L E N Y S D E C R U L E S AN D R E G U L A T I O N S A N D S H A L L B E C E R T I F I E D A S U N R E S T R I C T E D F O R R E S I D E N T I A L U S E , C E R T I F I E D B Y A P R O F E S S I O N A L E N G I N E E R P R I O R T O I M P O R T A T I O N O N S I T E , A N D S H A L L B E F R O M A C E R T I F I E D V I R G I N S O U R C E . © 2 0 2 3 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 T o m T o m © 202 3 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 T o m T o m SI T E L O C A T I O N LO N G I S L A N D S O U N D LI T T L E P E C O N I C B A Y 48 25 CO V E R S H E E T C- 0 1 Rev.By:JA N U A R Y 2 0 2 5 A. R E X R O A T S. M E E R S M A TRC Project No:480459.0000.0000 48 0 4 5 9 DRAWING NAME: \\nyc-fp1\Projects\480459 - Southold Landfill Solar and BESS Project\Site Plans\ C-01_SRE Southold_Cover Sheet.dwg --- PLOT DATE: January 03, 2025 - 1:23PM --- LAYOUT: COVER SOUTHHOLD LANDFILL SOLAR PROJECT 6155 COX LANE, CUTCHOGUE, NEW YORK 11935 Date:Description:AS N O T E D A. R E X R O A T 1407 BroadwaySuite 3301New York, NY 10018Phone: 212.221.7822 NO T E : UN D E R N E W Y O R K S T A T E E D U C A T I O N L A W A R T I C L E 1 4 5 (E N G I N E E R I N G ) , S E C T I O N 7 2 0 9 ( 2 ) , I T I S A V I O L A T I O N F O R A N Y PE R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . NO T E : TH E S E P L A N S A R E A C C O M P A N I E D B Y S U P P L E M E N T A L DO C U M E N T S . T H E S E D O C U M E N T S A R E I N T E R R E L A T E D A N D A R E IN T E N D E D T O B E U S E D T O G E T H E R . T H E S E D O C U M E N T S A R E IN T E N D E D T O B E U S E D F O R L O C A L A P P R O V A L P U R P O S E S O N L Y . NO T F O R C O N S T R U C T I O N IS S U E D F O R P E R M I T T I N G AG AG AG AG AG AG LI DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRAI N 20' SIDE YARDSETBACK 70' REAR YARDSETBACK 70' REAR YARDSETBACK 70' REAR YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 100' FRONTYARDSETBACK 20' SIDE YARDSETBACK 100' FRONTYARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIALPROPERTY SETBACK 100' RESIDENTIALPROPERTY SETBACK 70' REAR YARDSETBACK COX L A N E PROPOSEDSOLAR PROJECTAREA COU N T Y R O A D 4 8 7 8 109 11 5 15 13 14 17 18 19 16 21 22 26 27 28 29 31 32 3334 35 40 39 3837 4241 43 48 52 1 2 3 12 20 23 24 25 30 45 46 47 49 50 6 4 44 51 36 53 R-40 R-40 LI LI LI LI LI LI LI LI LI LI LI LI LI LI R-4 0 LI LI A-C A-C A-C LI LI LILI LI LI LI LI LI R-40 R-40 R-40 R-40 R-4 0 R-40 A-C A-C A-C A-C A-C LPD LIO LIO LIO LIO LIO LIO LIO LIO LIO LIO LIO LI LI LI A-C A-C A-C A-C A-C 100' RESIDENTIAL SETBACK PERSOUTHOLD TOWN CODE §280-62 BOUNDARY OFLANDFILL CAP BOUNDARY OFLANDFILL CAP 25' LANDSCAPINGBUFFER 25' LANDSCAPINGBUFFER 100' RESIDENTIAL SETBACK PERSOUTHOLD TOWN CODE §280-62 LI DRAI N DRAI N DRAIN DRAIN DRAIN DRAIN DRAI N DRAIN DRA I N DRA I N DRAI N DRA I N DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAIN DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRAI N DRAIN DRAIN DRAIN 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 70' REAR YARDSETBACK 136.4 COX L A N E PROPOSED SOLAR PROJECT AREA 7 8 109 11 5 15 13 14 17 18 19 16 21 22 26 1 2 3 12 20 23 24 6 4 LI LI LI LI LI LI LI LI A-C A-C A-C LI O A-C A-C A-C A-C A-C 100' RESIDENTIAL SETBACK PER SOUTHOLD TOWN CODE §280-62 BOUNDARY OF LANDFILL CAP KEY MAP - NORTH 200'100' C-01A Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 1 A - B _ S R E S o u t h o l d _ K e y M a p . d w g - - - P L O T D A T E : J a n u a r y 0 3 , 2 0 2 5 - 1 : 5 8 P M - - - L A Y O U T : K E Y M A P - N O R T H SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION C-01A AND C-01B KEY MAP SCALE: 1"=500' MATCH LINE - REFER TO DRAWING C-01B C-01A KEY MAP - NORTH C-01B KEY MAP - SOUTH LEGEND RESIDENTIAL LAND USE ZONING DELINEATION A-CAGRICULTURAL-CONSERVATION ZONE LILIGHT INDUSTRIAL ZONE R-40RESIDENTIAL 40 LIOLIGHT INDUSTRIAL/PLANNED OFFICE PARK LPDLAND PROTECTED FROM DEVELOPMENT ISSUED FOR PERMITTING AG AG AG AG AG AG LI DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRAI N DRAI N DRAI N DRAI N DRAI N 20' SIDE YARDSETBACK 70' REAR YARDSETBACK 70' REAR YARDSETBACK 70' REAR YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 100' FRONTYARDSETBACK 20' SIDE YARDSETBACK 100' FRONTYARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIALPROPERTY SETBACK 100' RESIDENTIALPROPERTY SETBACK 70' REAR YARDSETBACK 146.3 77.9 98.6 136.4 COX L A N E PROPOSEDSOLAR PROJECTAREA COU N T Y R O A D 4 8 7 8 109 11 5 15 13 14 17 18 19 16 21 22 26 27 28 29 3132 3334 35 40 393837 4241 43 48 52 1 2 3 12 20 23 24 25 30 45 46 47 49 50 6 4 44 51 36 53 R-40 R-40 LI LI LI LI LI LI LI LI LI LI LI LI LI LI R-4 0 LI LI A-C A-C A-C LI LI LILI LI LI LI LI LI R-40 R-40 R-40 R-40 R-4 0 R-40 A-C A-C A-C A-C A-C LPD A-C LIO LIO LIO LIO LIO LIO LIO LIO LIO LIO LIO LI LI LI LI A-C A-C A-C A-C A-C 100' RESIDENTIAL SETBACK PERSOUTHOLD TOWN CODE §280-62 BOUNDARY OFLANDFILL CAP BOUNDARY OFLANDFILL CAP 25' LANDSCAPINGBUFFER 25' LANDSCAPINGBUFFER 100' RESIDENTIAL SETBACK PERSOUTHOLD TOWN CODE §280-62 134.9 AG AG AG A G AG AG DRA I N DRAIN DRAIN DRAIN DRAI N DRAIN DRAIN DRAIN DRA I N DRA I N DR A I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAIN DRAIN DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRAI N DRAIN DRAI N DRAIN DRAI N DRAIN DRA I N DRAI N DRAIN 70' REAR YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK 146.3 77.9 98.6 136.4 PROPOSED SOLAR PROJECT AREA CO U N T Y R O A D 4 8 26 27 28 29 31 32 3334 35 40 39 38 37 42 41 43 48 52 24 25 30 45 46 47 49 50 44 51 36 53 R-40 R-40 LI LI LI LI LI LI LI LI LI R-4 0 A-C A-C LI LI LI LI LI LI LI LI LI R-4 0 R-4 0 R-4 0 R-4 0 R-4 0 R-4 0 A-C A-C A-C A-C A-C LP D A-C LIO LIO LI O LIO LI O LIO LIO LI O LIO LI LI LI LI BOUNDARY OF LANDFILL CAP 25' LANDSCAPING BUFFER 25' LANDSCAPING BUFFER 100' RESIDENTIAL SETBACK PER SOUTHOLD TOWN CODE §280-62 134.9 200'100' C-01B KEY MAP - SOUTH Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 1 A - B _ S R E S o u t h o l d _ K e y M a p . d w g - - - P L O T D A T E : J a n u a r y 0 3 , 2 0 2 5 - 1 : 5 8 P M - - - L A Y O U T : K E Y M A P - S O U T H SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION MATCH LINE - REFER TO DRAWING C-01A C-01A AND C-01B KEY MAP SCALE: 1"=500' C-01A KEY MAP - NORTH C-01B KEY MAP - SOUTH LEGEND RESIDENTIAL LAND USE ZONING DELINEATION A-CAGRICULTURAL-CONSERVATION ZONE LILIGHT INDUSTRIAL ZONE R-40RESIDENTIAL 40 LIOLIGHT INDUSTRIAL/PLANNED OFFICE PARK LPDLAND PROTECTED FROM DEVELOPMENT ISSUED FOR PERMITTING CO U N T Y R O A D 4 8 COX L N 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 5045 45 45 45 55 5 5 55 55 60 6055 55 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 25 20 20 6055 50 4540 35 3025 20 20 15 25 30 35 4045 50 55 5055 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 50 75 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 40 35 40 45 60 50 50 50 60 20 25 30 35 40 45 605 5 5 04 54 03 53 02 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 35 4045 50 5 5 5 0 15 15 15 1 5 1 5 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 S 62 ° 0 9 ' 4 4 " E 5 0 7 . 8 9 ' S 43 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 5 8 ° 4 2 ' 4 4 " E 20 3 . 1 9 ' S 5 9 ° 3 3 ' 3 4 " E 8 2 6 . 2 3 ' S 2 1 ° 1 0 ' 1 6 " W 101 . 2 8 ' S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62 ° 2 3 ' 2 4 " E 2 4 3 . 6 0 ' N 3 9 ° 2 8 ' 1 4 " W 7 5 . 5 8 ' N 5 8 ° 0 1 ' 3 4 " W 4 0 9 . 2 9 ' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 5 6 ° 5 8 ' 2 4 " E 103 . 1 2 ' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 5 6 ° 3 1 ' 2 4 " W 4 8 0 . 8 0 ' N 5 5 ° 1 6 ' 2 4 " W 9 6 5 . 2 3 ' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 5 7 ° 5 5 ' 3 4 " W 5 1 8 . 7 1 ' n58°2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59° 1 5 ' 0 9 " W 4 6 9 . 5 4 N30 ° 4 4 ' 5 1 " E 694 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 704 . 0 3 ' S 6 2 ° 1 1 ' 0 3 " E 61 . 5 2 ' N 2 7 ° 3 1 ' 4 6 " E 700 . 9 7 ' S 5 8 ° 5 6 ' 2 4 " W 18 0 . 7 1 ' N 5 5 ° 2 2 ' 3 4 " W 22. 6 6 ' S87°56'46"W 36.9' 369 ' R=71.52 L=122.80 PARCEL P.O.B RECYCLI N G BUILDING S87 ° 5 6 ' 4 6 " W 4 4 1 . 2 8 ' DRAI N DRAI N DRAIN DRAIN DRAIN DRAIN DRAI N DRA I N DRA I N DRA I N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAIN DRA I N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N 50 AC ± DRAIN DRAI N DRAIN DRAIN DRAI N D.M.H#2TOP=48.20' D.M.H#3TOP=48.21' D.M.H#5 D.M.H#6TOP=44.37' D.M.H#4TOP=50.05' DRAI N D.M.H#1TOP=45.98' D.M.H#1TOP=45.98' D.M.H#2TOP=44.55' D.M.H#3TOP=46.12' 100' D.M.H#1TOP=41.54'DRAIN DRAIN STREAM 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARD SETBACK 100' FRONTYARDSETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIALPROPERTY SETBACK 70' REAR YARDSETBACK APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY EX. ASPHALT ROADWAY CAPEXTENTS AREA OF STANDINGWATER EX. STORMWATER MANAGEMENT FACILITY EXISTING CONDITION 240'120' C-02 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 2 _ S R E S o u t h o l d _ E x s i t i n g C o n d i t i o n s . d w g - - - P L O T D A T E : J a n u a r y 0 3 , 2 0 2 5 - 2 : 5 8 P M - - - L A Y O U T : E X I S T I N G C O N D I T I O N S SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND NOTES: 1.THE HORIZONTAL DATUM SHOWN HEREON IS THE NEW YORK LONG ISLAND STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983. ELEVATIONS REFER TO NAVD88 2.THE UTILITY LOCATIONS SHOWN HAVE BEEN COMPILED FROM VISIBLE STRUCTURES ONSITE. THEACTUAL LOCATION OF ALL UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND NEED TO BE FIELDVERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK. 4.NO WETLANDS OR STREAMS WERE SHOWN ONSITE BASED ON A REVIEW OF THE NATIONAL WETLANDS INVENTORY DATABASE. 5.SITE IS NOT WITHIN A REGULATED FLOODPLAIN. SITE IS LOCATED IN ZONE X AS SHOWN ON THEFEMA FLOOD INSURANCE RATE MAP NUMBER 36103C0161H. 6.SUBJECT PREMISES IS ZONED L-1 LIGHT INDUSTRIAL. 7.LIMITS OF CAP ARE REFERENCED FROM THE PROJECT ACQUISITION FILES PREPARED BY L. K. MCLEANASSOCIATES, P.C. IN JUNE, 2003. 8.THE LOCATION STORMWATER PIPES ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCEPURPOSES ONLY. 9.PROPERTY LINES AND TOPOGRAPHY SHOWN ARE FROM THE EXISTING CONDITIONS PLAN PREPAREDBY LAND DESIGN ASSOCIATES ON JANUARY 12, 2023. LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY EXISTING SLOPES GREATER THAN 20% NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.ISSUED FOR PERMITTING CO U N T Y R O A D 4 8 COX L N 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 504545 45 45 55 5 5 55 55 60 6055 55 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 25 20 20 605550 454035 3025 20 20 15 25 30 35 404550 55 50 55 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 5075 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 4035 40 45 60 50 50 50 60 20 25 30 35 40 45 605 55 04 54 03 53 02 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 354045 50 55 5 0 15 15 15 1 5 1 5 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 S 62 ° 0 9 ' 4 4 " E 5 0 7 . 8 9 ' S 43 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 5 8 ° 4 2 ' 4 4 " E 20 3 . 1 9 ' S 5 9 ° 3 3 ' 3 4 " E 8 2 6 . 2 3 ' S 2 1 ° 1 0 ' 1 6 " W 101 . 2 8 ' S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62 ° 2 3 ' 2 4 " E 2 4 3 . 6 0 ' N 3 9 ° 2 8 ' 1 4 " W 7 5 . 5 8 ' N 5 8 ° 0 1 ' 3 4 " W 4 0 9 . 2 9 ' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 5 6 ° 5 8 ' 2 4 " E 103 . 1 2 ' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 5 6 ° 3 1 ' 2 4 " W 4 8 0 . 8 0 ' N 5 5 ° 1 6 ' 2 4 " W 9 6 5 . 2 3 ' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 5 7 ° 5 5 ' 3 4 " W 5 1 8 . 7 1 ' n58°2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59° 1 5 ' 0 9 " W 4 6 9 . 5 4 N30 ° 4 4 ' 5 1 " E 694 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 704 . 0 3 ' S 6 2 ° 1 1 ' 0 3 " E 61 . 5 2 ' N 2 7 ° 3 1 ' 4 6 " E 700 . 9 7 ' S 5 8 ° 5 6 ' 2 4 " W 18 0 . 7 1 ' N 5 5 ° 2 2 ' 3 4 " W 22. 6 6 ' S87°56'46"W 36.9' 369 ' R=71.52 L=122.80 PARCEL P.O.B RECYCLI N G BUILDIN G S87 ° 5 6 ' 4 6 " W 4 4 1 . 2 8 ' DRA I N DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRA I N DRA I N DRA I N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAIN DRA I N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N 50 AC ± DRAIN DRAI N DRAIN DRAI N DRAI N D.M.H#2TOP=48.20' D.M.H#3TOP=48.21' D.M.H#5 D.M.H#6TOP=44.37' D.M.H#4TOP=50.05' DRA I N D.M.H#1TOP=45.98' D.M.H#1TOP=45.98' D.M.H#2TOP=44.55' D.M.H#3TOP=46.12' 100' D.M.H#1TOP=41.54'DRAIN DRAIN 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARD SETBACK 100' FRONTYARDSETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK 70' REAR YARDSETBACK 100.0' 39.80' 24.80' 15.00' AG AG AG A G AG AG PERIMETER FENCEWITH 15' SYSTEM SETBACK (TYP) NEW POLE #1 METER POLEBY LIPA PROPOSED 18"CULVERT APPROXIMATE POINT OF INTERCONNECTION LAT/LONG: 41.028038, -72.498177 NEW POLE #2 CTAND VT POLE LIPA NEW POLE #3 CUSTOMER DISCONNECT SWITCH POLE BY CUSTOMER 25' FRONT PERIMETER SCREENINGBUFFER FOR RESIDENTIAL ANDCOUNTY ROAD. EITHER USING EXISTING TREES/VEGETATION OR PROPOSED. MODULES NOT TO INTERFEREWITH EXISTING DITCHES EXISTING ROAD TO BEUSED FOR CONSTRUCTIONSTAGING AS NECESSARY EX. 18" HDPECULVERT CONCRETE PAD MOUNTEDRECLOSER WITH BOLLARDS ONCONCRETE BALLAST CONDUITS MOUNTED AT-GRADE. CONCRETE ENCASE AT ROAD CROSSINGS (TYP) PROPOSED 16' LIMITED USEPERVIOUS ACCESS ROAD WITH GEOWEB (TYP) PROPOSED 16' LIMITED USEPERVIOUS ACCESS ROAD WITH GEOWEB (TYP) APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY EX. ASPHALT ROADWAY CAP EXTENTS INVERTER TO BE PLACED ON GRAVELFOUNDATION WITH AN ADJACENT CONCRETE UTILITY PAD (TYP) SWITCHBOARD ANDTRANSFORMER TO BE PLACED ON CONCRETE UTILITY PAD (TYP) TEMPORARY PERIMETER FENCE AND GATE TO ENCLOSE CONSTRUCTION STAGING AREA TEMPORARY PERIMETER FENCEAND GATE TO ENCLOSECONSTRUCTION STAGING AREA EX. STORMWATERMANAGEMENT FACILITY AREA OF STANDING WATER SITE PLAN 240'120' C-03 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 3 _ S R E S o u t h o l d _ S i t e P l a n . d w g - - - P L O T D A T E : J a n u a r y 0 3 , 2 0 2 5 - 4 : 5 1 P M - - - L A Y O U T : S I T E P L A N SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTES: 1.CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK.2.SCREENING TO BE PROVIDED ALONG COUNTY ROAD 48 AND ALONG ANY ADJACENT RESIDENTIAL PROPERTIES. TREES TO BE PLANTED TO SUPPLEMENT EXISTING TREE LINE TO ACHIEVE 25' WIDTH. 3.VEGETATIVE (GRASS) COVER WILL BE MOWED AT THE DISCRETION OF THE TOWN TO CONTROL, THE GROWTH OF WILDAND DEEP-ROOTED SPECIES, AND MINIMIZE THE POTENTIAL FOR THE INTRODUCTION OF VECTOR HABITATS. THE FREQUENCY OF EACH MOWING EVENT IS TO BE DETERMINED BY SITE CONDITIONS. UNDESIRABLE SPECIES SUCH ASSAPLINGS OR OTHER VEGETATION WITH PENETRATION ROOTS WILL BE REMOVED F THEIR PRESENCES THREATENS THEINTEGRITY OF THE CAP.4.BASED ON A REVIEW OF THE NYSDEC MEMORANDUM DATED APRIL 6, 2018, WE UNDERSTAND THAT THIS SOLARPROJECT WILL QUALIFY UNDER “SCENARIO 1”, WHICH ONLY REQUIRE ADDRESSING EROSION AND SEDIMENT CONTROLREQUIREMENTS AND NOT REQUIRE POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES. THE PROJECT DOESNOT FIT THE DEFINITION FOR “ALTER THE PRE- TO POST- DEVELOPMENT CONDITIONS” PER THE NYSDEC SPDES GP, WHICH IS THAT POST-DEVELOPMENT RUNOFF IS INCREASED BY MORE THAN 5% FROM THE PRE-DEVELOPMENT CONDITIONS. THE PROJECT DOES NOT INCREASE THE STORMWATER RUNOFF FOR THE 10- AND 100-YEAR DESIGN STORMEVENTS, AS SUCH THE PROJECT WILL NOT BE REQUIRED TO MEET THE STATE REQUIRED STORMWATER MANAGEMENTREQUIREMENTS, ONLY EROSION AND SEDIMENT CONTROL. THE FOLLOWING TABLES PROVIDE A BREAKDOWN OF THEPRE- AND POST-DEVELOPMENT LAND COVER TYPE, CURVE NUMBER, AND STORMWATER RUNOFF. LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE TEMPORARY PERIMETER FENCE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUSACCESS ROAD WITH GEOWEB PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING EXISTING SLOPES GREATER THAN 20% NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.ISSUED FOR PERMITTING CO U N T Y R O A D 4 8 COX L N 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 504545 45 45 55 5 5 55 55 60 6055 55 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 25 20 20 605550 454035 3025 20 20 15 25 30 35 404550 55 50 55 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 5075 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 4035 40 45 60 50 50 50 60 20 25 30 35 40 45 605 55 04 54 03 53 02 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 354045 50 55 5 0 15 15 15 1 5 1 5 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 S 62 ° 0 9 ' 4 4 " E 5 0 7 . 8 9 ' S 43 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 5 8 ° 4 2 ' 4 4 " E 20 3 . 1 9 ' S 5 9 ° 3 3 ' 3 4 " E 8 2 6 . 2 3 ' S 2 1 ° 1 0 ' 1 6 " W 101 . 2 8 ' S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62 ° 2 3 ' 2 4 " E 2 4 3 . 6 0 ' N 3 9 ° 2 8 ' 1 4 " W 7 5 . 5 8 ' N 5 8 ° 0 1 ' 3 4 " W 4 0 9 . 2 9 ' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 5 6 ° 5 8 ' 2 4 " E 103 . 1 2 ' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 5 6 ° 3 1 ' 2 4 " W 4 8 0 . 8 0 ' N 5 5 ° 1 6 ' 2 4 " W 9 6 5 . 2 3 ' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 5 7 ° 5 5 ' 3 4 " W 5 1 8 . 7 1 ' n58°2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59° 1 5 ' 0 9 " W 4 6 9 . 5 4 N30 ° 4 4 ' 5 1 " E 694 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 704 . 0 3 ' S 6 2 ° 1 1 ' 0 3 " E 61 . 5 2 ' N 2 7 ° 3 1 ' 4 6 " E 700 . 9 7 ' S 5 8 ° 5 6 ' 2 4 " W 18 0 . 7 1 ' N 5 5 ° 2 2 ' 3 4 " W 22. 6 6 ' S87°56'46"W 36.9' 369 ' R=71.52 L=122.80 PARCEL P.O.B RECYCLI N G BUILDIN G S87 ° 5 6 ' 4 6 " W 4 4 1 . 2 8 ' DRA I N DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRA I N DRA I N DRA I N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAIN DRA I N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N 50 AC ± DRAIN DRAI N DRAIN DRAI N DRAI N D.M.H#2TOP=48.20' D.M.H#3TOP=48.21' D.M.H#5 D.M.H#6TOP=44.37' D.M.H#4TOP=50.05' DRA I N D.M.H#1TOP=45.98' D.M.H#1TOP=45.98' D.M.H#2TOP=44.55' D.M.H#3TOP=46.12' 100' D.M.H#1TOP=41.54'DRAIN DRAIN 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARD SETBACK 100' FRONTYARDSETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK 70' REAR YARDSETBACK COMPOST FILTER SOCK SEDIMENT TRAP (TYP) COMPOST FILTER SOCK (TYP) FILTER SOCKDIAMETER: 8" PROPOSED CONCRETE WASH OUT STABILIZED ROCKCONSTRUCTION ENTRANCE (TYP) DRAINAGE AREA AAREA: 17.23AC DRAINAGE AREA BAREA: 15.49AC DRAINAGE AREA C AREA: 4.42AC 100.0' 39.80' 24.80' 15.00' AG AG AG A G AG AG PERIMETER FENCEWITH 15' SYSTEM SETBACK (TYP) NEW POLE #1 METER POLEBY LIPA PROPOSED 18"CULVERT APPROXIMATE POINT OF INTERCONNECTION LAT/LONG: 41.028038, -72.498177 NEW POLE #2 CTAND VT POLE LIPA NEW POLE #3 CUSTOMER DISCONNECT SWITCH POLE BY CUSTOMER 25' FRONT PERIMETER SCREENINGBUFFER FOR RESIDENTIAL ANDCOUNTY ROAD. EITHER USING EXISTING TREES/VEGETATION OR PROPOSED. MODULES NOT TO INTERFEREWITH EXISTING DITCHES EXISTING ROAD TO BEUSED FOR CONSTRUCTIONSTAGING AS NECESSARY EX. 18" HDPECULVERT CONCRETE PAD MOUNTEDRECLOSER WITH BOLLARDS ONCONCRETE BALLAST CONDUITS MOUNTED AT-GRADE. CONCRETE ENCASE AT ROAD CROSSINGS (TYP) PROPOSED 16' LIMITED USEPERVIOUS ACCESS ROAD WITH GEOWEB (TYP) PROPOSED 16' LIMITED USEPERVIOUS ACCESS ROAD WITH GEOWEB (TYP) APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY EX. ASPHALT ROADWAY CAP EXTENTS INVERTER TO BE PLACED ON GRAVELFOUNDATION WITH AN ADJACENT CONCRETE UTILITY PAD (TYP) SWITCHBOARD ANDTRANSFORMER TO BE PLACED ON CONCRETE UTILITY PAD (TYP) TEMPORARY PERIMETER FENCE AND GATE TO ENCLOSE CONSTRUCTION STAGING AREA TEMPORARY PERIMETER FENCEAND GATE TO ENCLOSECONSTRUCTION STAGING AREA EX. STORMWATERMANAGEMENT FACILITY AREA OF STANDING WATER EROSION AND SEDIMENTCONTROL PLAN240'120' C-04 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 4 _ S R E S o u t h o l d _ E & S C . d w g - - - P L O T D A T E : J a n u a r y 0 3 , 2 0 2 5 - 4 : 5 5 P M - - - L A Y O U T : S I T E P L A N SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE DRAINAGE DIVIDE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUSACCESS ROAD WITH GEOWEB COMPOST FILTER SOCK CHECK DAM STORMWATER FLOW STABILIZED ROCK CONSTRUCTIONENTRANCE PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING EXISTING SLOPES GREATER THAN 20% NOTES: 1.COMPOST FILTER SOCK (OR ACCEPTABLE ALTERNATIVE) IS TO BE INSTALLED IN SUCH A WAY THAT DISTURBS THE LEAST AMOUNT OF EARTH 2.CHECK DAMS ARE TO BE PLACED IN THE EXISTING CHANNELS ON THE EDGES OF EACH ARRAY TO CONTROLSEDIMENT RUNOFF FROM SITE. 3.SURFACE DRAINAGE FEATURES TO CONTROL AND CONVEY STORM WATER RUNOFF HAVE BEEN DESIGNED FOR THE 100-YEAR, 24-HR STORM. THE GROUND WATER RECHARGE BASINS HAVE ALSO BEEN DESIGNED FOR THE100-YEAR, 24-HR STORM. 4.AREAS OF EROSION WILL BE NOTED AND REPAIRED AS SOON AS POSSIBLE TO MAINTAIN THE INTEGRITY OF THECAP. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.ISSUED FOR PERMITTING NOTES: 1.COMPACT GRAVEL BASE, BASE COURSE TO 95% OF MAXIMUMDENSITY USING HEAVY ROLLER COMPACTION2.CONTRACTOR SHALL SET GRADE STAKES MARKING SUB-BASE ANDFINISH GRADE ELEVATIONS FOR CONSTRUCTION REFERENCE. SCALE:NTSBALLASTED PERIMETER FENCE05 C-03 C-05 NOTES:1.DETAIL PROVIDED FOR REFERENCE PURPOSES. DESIGN WILL BE BY FENCE INSTALLER. SHOP DRAWING TO BEREVIEWED BY OWNER. 2.WHERE METAL FENCE (OR METAL STRUCTURE) IS WITHIN 15 FEET OF ELECTRICAL EQUIPMENT, THE FENCE SHALL BE BONDED TO THE GROUNDING ELECTRODE WITH WIRE TYPE BONDING JUMPERS IN ACCORDANCE WITH NEC250.194.SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.3.DETAIL PROVIDE FOR REFERENCE PURPOSES ONLY. FINAL DESIGN TO BE DETERMINED IN THE SHOP DRAWING REVIEWPROCESS. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567.4.ALT. FENCE FABRIC INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL.5.BIGFOOT FOOTING INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.6.LAY 8" LAYER OF GRAVEL LEVEL AND COMPACTED BY HAND.7.LAY PLASTIC BASE DIRECTLY ON COMPACTED GRAVEL. 8.ENSURE THE BIGFOOT FOOTING BASE HAS BEEN LEVELED. 9.FILL FOOTING WITH 3,000 PSI OF CONCRETE PER MANUFACTURER SPECS. NOTES:1.GRAVEL SURFACE SHALL BE CROWNED WITH 2-4% CROSS SLOPE2.DO NOT DISTURB EXISTING LANDFILL CAP.3.GRAVEL DRIVEWAY SECTIONS SHALL CONFORM WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER'S REPORT IF PREPARED. CONSULT OWNER IF CONTRADICTIONS BETWEEN THIS DETAIL AND GEOTECHNICAL RECOMMENDATIONS. 2% - 4%12" SCALE:NTSGRAVEL ACCESS DRIVEWAY SECTION (TYP)04 C-03 C-05 16' EXISTINGGRADE SCALE:NTSDRIVEWAY AND CULVERT CROSSING SECTION07 C-03 C-05 1.MINIMUM 12" DEPTH OF SOIL MATERIAL SHOULD BE PROVIDED BETWEEN TOP OF CULVERT ANDACCESS ROAD IN THE FINAL CONDITION. ADDITIONAL SOIL MAY BE REQUIRED DURING CONSTRUCTION.SEE MANUFACTURER REQUIREMENTS.2.SEE PLAN VIEW FOR ADDITIONAL INFORMATION REGARDING INVERTS AND PIPE INFORMATION. SCALE:NTSGRAVEL INVERTER EQUIPMENT PAD SECTION01 C-03 C-05 SCALE:NTSCULVERT INLET/OUTLET PROTECTION02 C-03 C-05 NOTES:1.TYPICAL DETAIL FOR REFERENCE FINAL DESIGN TO COORDINATED DURING SHOP DRAWING PROCESS AND INACCORDANCE WITH GEOTECHNICAL REPORT. ULTIMATE LOADING ON THE CAP CANNOT EXCEED 1500 PSF.2.NO PENETRATION OF THE LANDFILL CAP IS PERMITTED.3.COMPACT SUBGRADE TO 95% OF THE STANDARD PROCTORS MAXIMUM DRY DENSITY. PROOFROLL SUBGRADE PRIORTO PLACING BASE MATERIAL, OVER EXCAVATE MIN 18" AND REPLACE WITH COMPETENT STRUCTURAL SOIL IF PUMPING/RUTTING IS OBSERVED. SUBGRADE SHALL HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF.4.PROVIDED 1"X 1" CHAMFERS AROUND EDGE OF SLAB. ELEVATE SLAB 4-6" MINIMUM.5.CONCRETE TO BE 4,000 PSI MINIMUM 28-DAY STRENGTH WITH 6" AIR ENTRAINMENT OR PER STRUCTURAL DESIGN.6.SEE PLAN VIEW FOR DIMENSIONS.7.PROVIDE MINIMUM OF 2" OF CONCRETE COVER FROM EDGE OF REBAR TO NEARED EDGE OF CONCRETE. 8.PROVIDE ELECTRICAL GROUNDING PAD IN EACH SLAB CORNER. 9.PROVIDE 12" SEPARATION FROM SLAB EDGE TO CONDUIT OPENINGS. IF PAD IS PRECAST, GROUT ALL LIFTING LUG RECESSED VOIDS SOLID PRIOR TO EQUIPMENT PLACEMENT. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. SECTION A VIEW 3 1 SCALE:NTSCONCRETE UTILITY PAD ON LANDFILL03 C-03 C-05 END SECTION ASSEMBLY SEE FENCE/END SECTION DETAIL END SECTION ASSEMBLY SEE ABOVE DETAIL 24' NOMINAL SCALE:NTSGATE DETAIL06 C-03 C-05 NOTES: 1.PROVIDE HOT-DIPPED GALVANIZED OR PVC COATED CHAIN LINK FABRIC (12 GA. 2" MESH). ALT. FENCE FABRICINCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. 2.PLACE SIGNAGE ON GATES FOR HAZARD/EMERGENCY AS REQD. 3.PROVIDE PROVISIONS FOR KNOX LOCK ON ALL GATES.4.DETAIL PROVIDED FOR REFERENCE FINAL DESIGN TO BE COORDINATED DURING SHOP DRAWING REVIEW5.DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567.6.DETAIL PROVIDED FOR REFERENCE PURPOSES; FINAL DESIGN BY FENCING SUPPLIER CIVIL EOR WITH APPROVAL BYOWNER. SCALE:NTSFIXED TILT SOLAR SYSTEM (TYP)08 C-03 C-05 NOTES 1.DO NOT DISTURB EXISTING LANDFILL CAP. GRAVEL BASE TO BE PLACED ON EXISTING GRADE.2.ARRAY FIELD TO BE RESTORED TO STABILIZED CONDITION IN ACCORDANCE WITH PROJECTREQUIREMENTS.3.PANEL SPACING MAY VARY, SEE SITE PLAN FOR SPACING REQUIREMENTS.4.RACKING IS SHOWN FOR REFERENCE PURPOSES. RACKING DETAIL WILL BE PROVIDED BY VENDOR. 8" 12" MIN PAD MOUNTED EQUIPMENT CULVERT INLET/OUTLET DETAIL PLAN VIEW DD1 D2 INLETD2 OUTLET 12" 15" 18" 24" 9" 9" 13.5" 13.5" 24" 24" 24" 36" 12" 12" 12" 12" D 12" 15" 18" 24" W1 4' 4' 5' 6' W2 14' 14' 15' 16' L 10' 10' 10' 12' d50 4" 4" 6" 6" CULVERT OUTLET DETAILPLAN VIEW W2 L W1D D2 D 3' MININLETS D1 CULVERT NOT TO SCALE NOT TO SCALE CONCRETE BALLAST MAX 8' 39.8' 24.8' 15' 15' 20° 10' O.C. SPACING (TYP) 8' H E I G H T ~18" CL SCALE:NTSALT. PERIMETER FENCE - TYP. DRIVEN POST FENCE05A C-03 C-05 MAX 8' 10' O.C. MAX. 2" MAX.CLEARANCE NOTES: 1.NO AUGURING OF SOIL MATERIAL ALLOWED FOR FENCE INSTALLATION. ONLY DRIVEN POSTS 2.DETAIL PROVIDED FOR REFERENCE PURPOSES. DESIGN WILL BE BY FENCE INSTALLER. SHOP DRAWING BY FENCE INSTALLER OR SUPPLIER TO BE REVIEWED BY OWNER. 3.WHERE METAL FENCE (OR METAL STRUCTURE) IS WITHIN 16 FEET OF ELECTRICALEQUIPMENT, THE FENCE SHALL BE BONDED TO THE GROUNDING ELECTRODE WITH WIRETYPE BONDING JUMPERS IN ACCORDANCE WITH NEC250.194. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL REQUIREMENTS. 4.DETAIL PROVIDE FOR REFERENCE PURPOSES ONLY. FINAL DESIGN TO BE DETERMINED IN THE SHOP DRAWING REVIEW PROCESS. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567. 5.ALT. FENCE FABRIC INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. 6.NO PUNCTURING OF LANDFILL MEMBRANE PERMITTED. DOME TOP GALV. STEEL TERMINAL POST 3" DIAM TENSION BAR TENSION BAND 12" OC MAX (TYP) BOTTOM TENSION WIRE 7 GAUGE MIN. HOGRINGS @ 18" OC. METAL TIES 12" OC (TYP) RAILEND BRACE RAIL 1.66" DIA. ADJUSTABLE TRUSS ROAD 38" GALVANIZED METAL FABRIC 11 GAUGE ORFIXED KNOT AG FENCE. OR APPROVEDALTERNATE. TYPICAL DRIVEN POST. (NO AUGERING ALLOWED ON LANDFILL CAP.) CRUSHED STONE BASEGRAVEL TO BE CLEAN, FREE FROM ORGANICMATERIAL, CLAY, SURFACE COATINGS,DELETERIOUS MATERIALS. GRAVEL FILL IS TO BESPREAD AND COMPACTED IN LAYERS NOT TOEXCEED 8 INCHES IN DEPTH.LANDFILL CAP TO NOT BE DISTURBED WOVEN GEOTEXTILE FABRIC (MIRAFI RS380 OR APPROVED EQUIVALENT) CULVERT FINISHED GRADE3:1 MAX GRAVEL ACCESS DRIVEWAY EROSION CONTROL BLANKET . PLACED AT-GRADE. FLARED END SECTION EXISTING GRADE FLARED ENDSECTION 4" GATE POST GALV.STEEL SLOPE CONCRETE TO DRAIN AWAY FROM POST; SEAL GAP BETWEEN POST &CONCRETE 3,000 PSI CONCRETE UNDISTURBEDEARTH 12x7' NOM. 2"DIA. FRAME LATCH FINISHED GRADE 34" CHAMFER ALL AROUND CONDUIT STUBS STONE RIPRAPCULVERT BARREL 8"-16" AGGREGATE BASE COURSE GRAVEL (CRUSHER RUN) SUBGRADE STONE RIPRAP APRON 4" GRAVEL BEDDING 700X MIRAFIGEOTEXTILE OR EQUAL ROCK PROTECTION AT CULVERTINLET. SEE DETAIL. TIE FENCE TO POST WITHEQUAL SPACED TIES ORSTAPLES 2" METAL FENCE POSTS OR WOOD POSTS N(TYP)POST CAP2 12 " CORNER POST DIAGONALLY BRACECORNER POSTS FORSTRENGTH BIGFOOT FOOTING FORM,BF 24 OR EQUAL BUILDUP DRIVEWAY WITH AGGREGATE BASE ORAPPROVED STRUCTURAL FILL 8' EXISTING LANDFILL COVER. DO NOT DISTURB. 9" DEPTH OF BASE GRAVEL 3" DEPTH OF SURFACE COURSE 2' DETAILS 200'100' C-05 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 5 - 0 9 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 0 : 3 6 A M - - - L A Y O U T : C - 0 5 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION ISSUED FOR PERMITTING SCALE:NTSSTABILIZED CONSTRUCTION ENTRANCE03 C-04 C-06 STRAW OR HAY BALE BARRIER NOTES: 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARSDRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVENTOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALESTOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECT FREQUENTLY AND REPAIR OR REPLACE PROMPTLY AS NEEDED. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOTTO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. SCALE:NTSHAYBALE DETAIL04 C-03 C-06 50' MIN.20' MIN. 12' MIN. 20' MIN. 20'MIN. FL O W FL O W PLAN VIEW NOTES: 1.A PAD OF COARSE AGGREGATE AT THE CONSTRUCTION ENTRANCE/EXIT WILL REDUCE THE TRACKING OF SOIL FROM CONSTRUCTION TRAFFIC ONTO A PUBLIC STREET. SEDIMENTS FROM THETIRE TREADS ARE KNOCKED LOOSE BY THE ANGULAR STONES AND ARE TRAPPED IN THE VOIDSBETWEEN THE STONES. 2.THE ENTRANCE/EXIT PAD SHOULD HAVE A LENGTH OF 50 FEET OR MORE AND A 12-FOOT MINIMUM WIDTH (OR AS APPROPRIATE TO CONTAIN THE WHEEL BASE OF CONSTRUCTION VEHICLES PLUS 3 FEET ON EITHER SIDE). 3.THE PAD SHOULD BE 6 INCHES OR MORE THICK WITH ANGULAR AGGREGATE (2-3 INCH DIAMETER).APPROPRIATE RECLAIMED CONCRETE MATERIAL MAY BE USED.4.THE AGGREGATE SHOULD BE PLACED OVER A GEOTEXTILE FILTER TO PREVENT THE STONES FROMPUSHING INTO THE NATIVE SOIL.5.AT THE BOTTOM OF SLOPES, A DIVERSION RIDGE SHOULD BE PROVIDED TO INTERCEPT RUNOFF.6.BERMS MAY BE NECESSARY TO DIVERT WATER AROUND ANY EXPOSED SOIL, AND RUNOFF SHOULDBE DIRECTED TO A SEDIMENT TRAP.7.THE WHEELS OF CONSTRUCTION EQUIPMENT MAY BE WASHED PRIOR TO EXITING THE SITE.WASHING SHOULD BE PERFORMED IN AN AREA THAT DRAINS TO A SEDIMENT TRAP OR BASIN. 8.THE PAD SHOULD BE INSPECTED WEEKLY, AND BEFORE AND AFTER EACH STORM. THE PAD MAY HAVE TO BE REPLACED IF THE VOIDS BECOME FILLED WITH SEDIMENT. STREET SWEEPING MAY BE NECESSARY. A A NOTES:1.NO STAKES CAN BE INSTALLED WITHIN THE LIMITS OF THE LANDFILL CAP. IF INSIDE THE CAP, THEN THE STAKES CAN BE SUBSTITUTED WITH SANDBAGS. 2.ORIENTATION MAY BE MODIFIED TO ACCOMMODATE FIELD CONDITIONS. SCALE:NTSTEMPORARY CONCRETE WASHOUT02 C-04 C-06 W L=WX2 NOTES:1.DETAIL IS BASED ON NEW YORK STATE ESC STANDARD 5.28. SEE THIS DETAILFOR ADDITIONAL INFORMATION.2.INSIDE OF THE LANDFILL CAP LIMITS, NO STAKING IS PERMITTED. THESTAKES CAN BE SUBSTITUTED WITH SANDBAGS OR APPROVED ALTERNATIVE TO ENSURE THAT THE SOCK IS FIRMLY GROUNDED/SECURED IN-PLACE.3.MAXIMUM DRAINAGE AREA TO BE 5 ACRES TO A4.INSTALLATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS5.FILTER MEDIA TO BE MESH OR GEOSYNTHETIC6.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BYENGINEER. AREA TO BE PROTECTED WORK AREA 12" SOCK SCALE:NTSCOMPOST FILTER SOCK SEDIMENT TRAP01 C-04 C-06 18" SOCK24" SOCK WORK AREA AREA TO BE PROTECTED SCALE:NTSDRIVEWAY CROSSING SECTION09 C-05 C-09 NOTES:1.CABLE TRAY TO BE BY PLASTIBETON OR APPROVED EQUAL. TRENCH AND GRATE TO BE RATED FOR VEHICULAR LOADING (H-20). 2.DOI NOT DISTURB EXISTING LANDFILL CAP.3.PROVIDE SMOOTH TRANSITION BETWEEN GRADE AND EXISTING GRAVEL DRIVEWAY.4.ANCHOR CONDUITS IN ACCORDANCE WITH PROJECT REQUIREMENTS. SECTION A-A' VIEW PLAN VIEW DIVERSION RIDGE IFGRADE >5% UNDISTURBED GROUND 4' GRADE STAKE (MIN. 2 PER HAY BALE) NONWOVEN GEOTEXTILE SLOPE MAX. 2%MIN. 0.5% HAYBALE 4' GRADE STAKES ANGLE FIRST STAKE TOWARDPREVIOUSLY LAID BALE BOUND BALES PLACEDON CONTOUR 2 RE-BARS, STEEL PICKETSOR 2"x2" STAKES 1.5 FEETIN GROUND. DRIVE STAKESFLUSH WITH BALES. 4" VERTICAL FACE EXISTING GROUND EXISTING GROUND PROPOSED CABLE TRAY ON SUPPORTS (TYP)EX. 6" TOPSOIL EX. 12" BARRIER PROTECTION LAYER OF CLEAN FILL EX. GEOMEMBRANE DRAINAGE LAYER EX. GAS VENTING LAYER (SAND) EX. GEOTEXTILE EX. WASTE PROPOSED CABLETRENCH THROUGHROAD PROPOSED CABLE TRAY THROUGH ROAD EXISTING GRAVEL DRIVEWAY (TYP) CABLE TRAY ON SUPPORTS (TYP) EX. TOPSOIL (TYP) GRATED COVERRATED FOR H-20TRAFFIC LOADING DRIVEWAY DRIVEWAY A A' 200'100' C-06 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 5 - 0 9 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 0 : 3 6 A M - - - L A Y O U T : C - 0 6 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOT TO SCALE ISSUED FOR PERMITTING 200'100' C-07 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 5 - 0 9 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 0 : 3 6 A M - - - L A Y O U T : C - 0 7 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION PLAN PLAN SECTION SECTION NOTE: NOT TO SCALE NOT TO SCALE NOT TO SCALE GENERAL NOTES: 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E.PROVIDE ACCESS FOR MOWING, EQUIPMENT REPAIR OR MAINTENANCE, ETC.). 2.LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESSASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY. FILL VOIDS TO MATCH EXISTING NATIVE SOILS ANDCOMPACTION LEVEL. 4.REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER.COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDESSTORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR GRADING FORCROSS SLOPE CUT AND FILL MAY BE REQUIRED. 6.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THATIMPEDES STORMWATER DRAINAGE. 7.ROADWAY WIDTH ABOVE MINIMUM TO BE DETERMINED BY CLIENT. 8.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND SHOULD NOTEXCEED 6%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 15%. 9.THE LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICHMAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FORPOST-CONSTRUCTION USE. SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOILPENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVERECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USEPERVIOUS ACCESS IS COMPLETED DURING THE INITIAL PHASES OF CONSTRUCTION, A STANDARD NEWYORK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVESEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESSROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 11.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREASSUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 12.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLYDRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZEWOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. 13.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOWCOULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAYBE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FORGRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAYWOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLETREQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TOPRE-DEVELOPMENT CONDITIONS. 14.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUSACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSISTOF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THISVEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. 15.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITEASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HASBEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF "ALTER THE HYDROLOGY..."), THE DESIGN MUST INCLUDE THE NECESSARYDETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TOPRE-DEVELOPMENT CONDITIONS. GEOGRID MATERIAL NOTES: 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-2" CRUSHEDSTONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. BASIS OF DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS,GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM GEOWEB MATERIAL NOTES: 1.THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 10%.THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-2" CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OFUNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OFTABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-2" CRUSHEDSTONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FORPROPER INSTALLATION, TYING, ANCHORING, AND CONNECTIONS. BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; 800-548-3424OR 920-738-1222; INFO@PRESTOGEO.COM; WWW.PRESTOGEO.COM WOVEN GEOTEXTILE MATERIAL NOTES: : TENCATE MIRAFI RSi-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM EROSION CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF NON-WOVEN FILTER FABRIC MATERIAL WITH A WIRE MESHBACKING, OR A WOVEN FABRIC (SILT FENCE). ALL MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL MEASURES, AFTER COMPLETION, ALL MATERIAL SHALL BE DISPOSED PROPERLY. LOCATIONOF EROSION AND SEDIMENT CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN. NOTE: ALL WATER CONTROL MEASURES ARELOCATED DOWN-GRADIENT FROM DISTRIBUTED STREET. IF TOPSOIL IS TO BE STORED IN AN AREA NOT SHOWN ON THE SITE PLAN, DUE TO UNFORESEEN EVENTS, PRIOR TO STORING, THE DOWN-GRADIENT PERIMETER OF THE STORAGE AREA SHALL BE PROPERLYPROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN. CONSTRUCTION HOUSEKEEPING CONTRACTOR SHALL MAINTAIN THE PROJECT SITES IN ACCORDANCE WITH THE FOLLOWING PERFORMANCE STANDARDS: MATERIAL STOCKPILING: MATERIAL RESULTING FROM CLEARING AND GRUBBING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES,OR NEW MATERIAL DELIVERED TO THE SITE, SHALL BE STOCKPILED UPSLOPE OF DISTURBED AREAS. THE STOCKPILE AREAS SHALL HAVE THE PROPER EROSION AND SEDIMENT CONTROLS INSTALLED TO PREVENT MIGRATION OF SEDIMENTS AND MATERIALS. STAGING, STORAGE, AND MARSHALLING AREAS: CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE STORED IN DESIGNATED STAGING AREAS AS INDICATED ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE,OR ENGINEER. STAGING, STORAGE, AND MARSHALLING AREAS SHALL BE LOCATED IN AN AREA THAT MINIMIZES IMPACTS TOSTORMWATER QUALITY. CHEMICALS, SOLVENTS FERTILIZERS, AND OTHER TOXIC MATERIALS SHALL BE COLLECTED AND DISPOSEDOF AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. BULK STORAGE OF FUEL MATERIALS WILL BE STAGED AT THE PROJECT MARSHALLING YARD PER SAFETY DATA SHEET (SDS) SPECIFICATION AND ENVIRONMENTAL HEALTH AND SAFETYSTANDARDS, WHICHEVER IS MORE RESTRICTIVE. EQUIPMENT CLEANING AND MAINTENANCE: ALL ONSITE CONSTRUCTION VEHICLES SHALL BE MONITORED FOR LEAKS AND SHALLRECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE RISK OF LEAKAGE. ANY EQUIPMENT LEAKING OIL, FUEL, ORHYDRAULIC OIL SHALL BE REPAIRED OR REMOVED FROM THE PROJECT SITE IMMEDIATELY. STORAGE, PARKING, MAINTENANCE, AND SERVICING OF CONSTRUCTION VEHICLES SHALL BE A MINIMUM OF 200-FEET FROM A WETLAND , WATERBODY, OR OTHERECOLOGICALLY SENSITIVE AREA AND STORMWATER CONVEYANCE FEATURES OR WATER QUALITY TREATMENT BMPS. PETROLEUMPRODUCTS AND HYDRAULIC FLUIDS THAT ARE NOT IN VEHICLES SHALL BE STORED IN TIGHTLY SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL GASOLINE, DIESEL FUEL, OR OTHER FUEL STORAGE VESSELS WITH GREATER THAN 25-GALLON SHELLCAPACITY MUST HAVE SECONDARY CONTAINMENT CONSTRUCTED OF AN IMPERVIOUS MATERIAL CAPABLE OF CONTAINING AMINIMUM OF 110% OF THE SHELL CAPACITY. DEBRIS AND OTHER MATERIALS: CONTRACTOR SHALL MANAGE ALL LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALSEXPOSED TO STORMWATER TO PREVENT MATERIALS FROM BECOMING A SOURCE OF POLLUTION. ALL DEMOLITION WASTE, DEBRIS,AND RUBBISH GENERATED DURING CONSTRUCTION OF THE PROJECT SHALL BE PROPERLY REMOVED FROM THE SITE AS IT OCCURS. ALL MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-SITE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL REGULATIONS.THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE PROPER HANDLING, STORAGE, ANDDISPOSAL OF HAZARDOUS SUBSTANCES. TRENCH OR FOUNDATION DEWATERING: TRENCH DEWATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS,COFFER DAMS, PONDS, SUMPS, BASINS, AND OTHER AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AND HINDERS CORRECT AND SAFE CONSTRUCTIONPRACTICES. THE CONTRACTOR SHALL REMOVE COLLECTED WATER FROM THE PONDED AREAS, EITHER THROUGH GRAVITY ORPUMPING, IN A MANNER THAT SPREADS IT THROUGH NATURAL WOODED OR VEGETATED BUFFERS OR TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE MAXIMUM AMOUNT OF SEDIMENT LADEN WATER FROM DEWATERING TO FLOW OVER DISTURBED AREAS OF THE PROJECT SITES. OTHER MEASURES OR METHODS MAY BE UTILIZED AS REVIEWED AND APPROVED BY THEENGINEER. NON-STORMWATER DISCHARGES: CONTRACTOR SHALL IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATERDISCHARGES. CONCRETE WASHOUT AREAS: DESIGNATED CONCRETE WASHOUT AREAS SHALL BE PROVIDED AS NEEDED TO ALLOW CONCRETETRUCKS TO WASHOUT OR DISCHARGE SURPLUS CONCRETE AND WASH WATER ONSITE. CONCRETE WASHOUT AREAS SHALL BE ADIKED IMPERVIOUS AREA LOCATED A MINIMUM OF 100 FEET FROM A DRAINAGE WAY, WATERBODY, WETLAND AREA, OR INFILTRATION BMP. CONCRETE WASHOUT AREAS SHALL HAVE PROPER SIGNAGE AND BE CONSTRUCTED TO PREVENT CONTACT BETWEENWASHWATER AND STORMWATER. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF CONCRETEWASHOUT AREAS. CONCRETE WASHOUT AREAS SHALL NOT BE FILLED BEYOND 95 OF DESIGN CAPACITY AND SHALL BE CLEANED OUT ONCE 75% CAPACITY HAS BEEN MET UNLESS A NEW FACILITY HAS BEEN CONSTRUCTED. ADDITIONAL REQUIREMENTS: COMPLETION OF THE WORK WILL REQUIRE FREQUENT ACCESS TO VARIOUS PORTIONS OF THE PROJECT AREA FROM STATE AND LOCAL ROADWAYS. CONTRACTOR SHALL MONITOR PUBLIC ROADWAYS AND SHALL CLEANPAVEMENT BY MEANS NECESSARY IN THE EVENT THAT SEDIMENT OR TRACKING IS OBSERVED. SIGNAGE SHALL BE POSTED ATINTERSECTIONS OF PROJECT ACCESS ROADS AND PUBLIC WAYS, STATING COMPANY NAME AND 24-HOUR CONTACT PHONE NUMBER. TEMPORARY STABILIZATION FOR FROZEN CONDITIONS SITE STABILIZATION: MULCHING SHOULD BE TRACKED INTO SOIL PRIOR TO FROZEN CONDITIONS, OR ANCHORED WITH NATURALFIBER NETTING. APPLICATION OF MULCHING SHOULD BE PERFORMED PRIOR TO SIGNIFICANT SNOW FALL. IF STRAW MULCH ALONE ISUSED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE, MAKING THEAPPLICATION RATE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTS CEASED, THEAPPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF NEXT BUSINESS DAY AND COMPLETED WITHINTHREE DAYS. ACCUMULATED SNOW AND FROZEN CONDITIONS ALONE ARE NOT CONSIDERED STABILIZATION. SLOPES: ALL SLOPES AND GRADES MUST BE PROPERLY STABILIZED WITH APPROVED METHODS. ROLLED EROSION CONTROLPRODUCTS MUST BE USED ON ALL SLOPES GREATER THAN 3H:1V, OR WHERE CONDITIONS FOR EROSION DICTATE SUCH MEASURES. SETBACKS: A MINIMUM 25-FOOT BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILTFENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. EDGES OF DISTURBED AREAS THAT DRAIN TO A WATERBODY WITHIN 100-FEET WILL HAVE 2 ROWS OF SILT FENCE, 5-FEET APART, INSTALLED ALONG THE CONTOUR. SOIL STOCKPILES: STOCKPILED SOILS MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION, ANCHORED -DOWN MULCH, ROLLED EROSION CONTROL PRODUCTS, OR OTHER DURABLE COVERING. SEDIMENT CONTROLS MUST BE INSTALLED DOWNSLOPE OFTHE PILE TO CONTROL SEDIMENTATION TO UNDISTURBED LOCATIONS. CONSTRUCTION ENTRANCE: ALL ENTRANCE AND EXIT LOCATIONS TO THE SITE MUST BE PROPERLY STABILIZED AND MUST BEMAINTAINED TO ACCOMMODATE SNOW MANAGEMENT AS SET FORTH IN THE NEW YORK SSESC. SNOW MANAGEMENT: SNOW MANAGEMENT SHALL NOT DESTROY OR DEGRADE EROSION AND SEDIMENT CONTROL PRACTICES.PLOWING PERFORMED SHOULD NOT MIGRATE PLACED CRUSHED STONE OR ACCUMULATED MATTING DEBRIS WITHIN WATERBODIES,CONVEYANCES OR PROTECTED AREAS. PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER, REQUIRING CLEARED SNOW TO BE STORED IN A MANNER NOT AFFECTING ONGOING CONSTRUCTION ACTIVITIES.ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING. DRAINAGE STRUCTURES MUSTBE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. ALL DEBRIS OR ICE DAMS FROM PLOWING OPERATIONS THAT RESTRICT FLOW OFRUNOFF AND MELT WATER SHALL BE REMOVED. FROST HEAVES: HEAVING FROST, FROZEN GROUND, WINTER CONDITIONS AND EQUIPMENT CAN AFFECT EROSION ANDSEDIMENTATION CONTROL PRACTICES. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR DAMAGE BY TRAINED CONTRACTOR AND QUALIFIED INSPECTORS. DEFICIENCIES SHALL BE REPAIRED AND OR INSTALLED MEASURES SHALL BEREPLACED AS DEEMED NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING THAWING PERIODS AND PRIOR TO SPRING RAINEVENTS. WINTER SHUTDOWN: IN THE EVENT OF TEMPORARY SHUTDOWN TO SOIL DISTURBING ACTIVITIES UNDER WINTER CONDITIONS,TEMPORARY STABILIZATION MEASURES SHALL BE IMPLEMENTED TO ALL DISTURBED AREAS AND SWPPP INSPECTIONS CAN BE REDUCED TO A MONTHLY FREQUENCY. THE CONTRACTOR SHALL REFER TO SOIL STABILIZATION MEASURES IN ACCORDANCE WITHTHE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (NOVEMBER 2016) AND SPDESGENERAL PERMIT GP-0-20-001. PERMANENT CONSTRUCTION AREA SEEDING FINAL STABILIZATION SHOULD BE IMPLEMENTED AT THE COMPLETION OF EACH PHASE. ONCE CONSTRUCTION IS COMPLETE,EXPOSED SOILS REQUIRE FINAL AND PERMANENT STABILIZATION. SOILS SHOULD BE GRADED SMOOTH AND LEVEL TO ELIMINATERUTTING AND CONCENTRATED FLOWS, PONDING AND UNEVEN SURFACES FOR FUTURE MAINTENANCE ACTIVITIES. UNIMPROVED AREAS SHOULD BE RESTORED TO ORIGINAL GRADE UNLESS PERMITTED AND PLANNED FOR REQUIRED FUTURE MAINTENANCE. CONSERVED STOCKPILED TOPSOIL SHOULD BE UTILIZED FOR TOPDRESSING GRADED SUB-SOILS AT EXCAVATION LOCATIONS. ANYSEVERELY COMPACTED SECTIONS WILL REQUIRE TILLING OR DISKING TO PROVIDE AN ADEQUATE ROOTING ZONE, TO A MINIMUMDEPTH OF 12". THE SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT, WITH THE SOIL NOT TOO SOFT AND NOT TOO COMPACT. ADEQUATE SOIL MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS POWDER DRY OR STICKY WET,POSTPONE OPERATIONS UNTIL MOISTURE CHANGES TO A FAVORABLE CONDITION. REMOVE ALL STONES AND OTHER DEBRIS FROMTHE SURFACE THAT ARE GREATER THAN 4 INCHES, OR THAT WILL INTERFERE WITH FUTURE MOWING OR MAINTENANCE. SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TESTEDTO DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED. APPLY GROUND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE UPPER 2 INCHES OF SOIL. IF SOIL MUST BE FERTILIZED BEFORE RESULTS OF A SOIL TEST CAN BE OBTAINED TO DETERMINEFERTILIZER NEEDS, APPLY COMMERCIAL FERTILIZER AT 50 LBS. PER ACRE OF NITROGEN OR EQUIVALENT. IF SOILS ARE SOFT, MECHANICAL MULCHING MAY NOT BE AVAILABLE DUE TO THE INEVITABLE RUTTING WITH MULCHING EQUIPMENT. ANY UPLAND AREAS THAT ARE DISTURBED SHALL BE STABILIZED USING PERMANENT SEED MIX AS SPECIFIED IN THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (SSESC), UNLESS DIRECTED OTHERWISE INASSOCIATED PERMITTING DOCUMENTS. PROTECTION OF POST-CONSTRUCTION STORMWATER BMPs POST-CONSTRUCTION STORMWATER BMPs DESIGNED FOR WATER QUALITY TREATMENT SHALL NOT BE USED AS A SEDIMENT CONTROL DEVICES DURING CONSTRUCTION PHASE OF THE PROJECT. WHEN POSSIBLE, POST CONSTRUCTION STORMWATER BMPINSTALLATION SHALL OCCUR AFTER FINAL STABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. CONSTRUCTION PHASE STORMWATER SHALL BE DIVERTED AROUND POST-CONSTRUCTION STORMWATER QUALITY BMPs UNTIL FINALSTABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OFBMP FILTER MATERIAL IN THE EVENT CONSTRUCTION PHASE STORMWATER IS DISCHARGED TO CONSTRUCTED BMPs. NATURE AND DEGREE OF REPAIR SHALL BE AS DIRECTED BY THE OWNER. PROJECT CONSTRUCTION SEQUENCING NOTES THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING OR CONSTRUCTION PHASING PLAN FOR OWNER APPROVAL THATCOMPLIES WITH THE PERMITTING REQUIREMENTS, THE PROJECT SWPPP, AND OTHER REQUIREMENTS AS IDENTIFIED BY LOCAL ANDSTATE AUTHORITIES. THE PLAN SHALL SHOW THAT ACTIVE LAND DISTURBANCE WILL BE LIMITED TO LESS THAN FIVE (5) CONTIGUOUS ACRES AND SHALL ADEQUATELY DISCUSS, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR TEMPORARY AND PERMANENT EROSION ANDSEDIMENTATION CONTROL MEASURES AS OUTLINED IN THE PROJECT SWPPP OR AS DIRECTED BY THE OWNER. 2.PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALLEROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, NOTIFY CITYOFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE. 3.PRIOR TO COMMENCING ONSITE EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL ESTABLISH THE CONSTRUCTION WORKSPACE LIMITS AND IDENTIFY AND MARK SENSITIVE RESOURCES. 4.THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES (BMPs) IN ORDER TO PROTECT DOWN GRADIENT AREAS. WHERE APPROPRIATE, DIVERSION BMPs SHALL BE IMPLEMENTED TODIRECT RUNOFF FROM UPGRADIENT AREAS AROUND THE PROJECT SITE. 5.ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL EROSIONCONTROL MEASURES. THIS INCLUDES, SILTATION FENCING, ANTI-TRACK PADS (STABILIZED CONSTRUCTION ENTRANCE), ANDOTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE UNTIL THE OWNER'S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES. 6.AFTER PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES WITHIN THE CURRENT PHASE OF WORK AREINSTALLED AND FUNCTIONING, THE CONTRACTOR SHALL OBTAIN OWNER APPROVAL BEFORE BEGINNING EARTHWORK IN THESUBSEQUENT PHASE. 7.AFTER EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS: a.REMOVE VEGETATION FROM PROPOSED DEVELOPMENT AREA. ALL STUMPS AND WOOD SHALL BE TAKEN OFF-SITE ANDDISPOSED ACCORDINGLY. b.REMOVE AND STOCKPILE TOPSOIL AFTER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. THE TOPSOILSHALL BE SEEDED IMMEDIATELY AFTER STOCKPILING IN ORDER TO STABILIZE THE SLOPE AND LIMIT SEDIMENT RUNOFF. STOCKPILED TOPSOIL SHALL BE SEEDED AND MULCHED WHEN IT IS TO BE STORED MORE THAN 30 DAYS FROM TIME OFSTOCKPILING. THE SITE CAN NOW BE REFORMED TO PROPOSED FINAL ELEVATIONS (LESS TOPSOIL DEPTH). c.PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN, IF ANY. d.PREPARE AND COMPACT SUBGRADE (IF AND AS DIRECTED) AND INSTALL DRAINAGE AND STORMWATER BMP'S IN ACCORDANCEWITH "GRADING AND STORMWATER MANAGEMENT PLAN". e.EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD AND POROUS ASPHALT PAVEMENT. ALLREMOVED TOPSOIL SHALL BE UTILIZE ON SITE AS LOAM FOR GRASS AREAS. NO SOILS SHALL BE REMOVED FROM THE SUBJECTPROPERTY. f.COMPLETE REMAINING GRADING REQUIRED AS SHOWN ON THE GRADING PLANS. INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3H:1V OR GREATER (IF ANY), THEN SEED AND MULCH THE AREA. g.INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, FENCE AND GATES AND OTHER IMPROVEMENTS PER THE PLAN. h.LOAM AND SEED FRONT YARD AND ALL REMAINING DISTURBED AREAS. UTILIZE EXISTING SITE SOIL WHERE POSSIBLE. i.REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL STABILIZATION AND ACCEPTANCE. IF STABILIZATION DOES NOT OCCUR (INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL OTHERCONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN (INCLUDING APPROPRIATE PERFORMANCEASSURANCES) TO THE OWNER'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE), FOR ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETIONBY THE OWNER'S REPRESENTATIVE. j.DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. DISTURBEDAREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO FURTHERCONSTRUCTION. IT IS DESIRABLE FOR AN EROSION PREVENTION TO MINIMIZE DISTURBED AREAS. FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL. MULCH ANCHORING REQUIREMENTS ON SLOPES GREATER THEN 3 PERCENT, STRAW MULCH WILL BE FIRMLY ANCHORED INTO SOIL UTILIZING ONE OF THE FOLLOWING METHODS: -CRIMPING WITH A STRAIGHT OR NOTCHED MULCH CRIMPING TOOL; -TRACK WALKING WITH DEEP-CLEATED EQUIPMENT OPERATING UP AND DOWN THE SLOPE (MULCH CRIMPED PERPENDICULAR TO THE SLOPE) ON SLOPES <25 PERCENT; -APPLICATION OF MULCH NETTING; -APPLICATION OF 500 LB./ACRE OF WOOD FIBER MULCH OVER STRAW/HAY MULCH; AND -COMMERCIALLY AVAILABLE TACKIFIERS (EXCEPT WITHIN 100 FEET OF WATERBODIES OR WETLANDS). CONSTRUCTION LITTER CONTROL DURING CONSTRUCTION, ALL WRAPPING, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE DISPOSED OFPROPERLY BY USE OF DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY DURING CONSTRUCTION. ISSUED FOR PERMITTING 200'100' C-08 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 5 - 0 9 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 0 : 3 6 A M - - - L A Y O U T : C - 0 8 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 ISSUED FOR PERMITTING NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION 200'100' C-09 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 5 - 0 9 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 0 : 3 6 A M - - - L A Y O U T : C - 0 9 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 ISSUED FOR PERMITTING NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION 200'100' C-10 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ C - 0 5 - 0 9 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 0 : 3 6 A M - - - L A Y O U T : C - 1 0 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 ISSUED FOR PERMITTING NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit I Equipment Specifications Q.PEAK DUO ML-G12S.3 / BFG Q.PEAK DUO ML-G12S SERIES MODEL 675-690 Wp | 132 Cells 22.2 % Maximum Module Efficiency TOP BRAND PV MODULES USA2022 The ideal solution for: Ground-mounted solar power plants 1 See data sheet on rear for further information.² APT test conditions according to IEC / TS 62804-1:2015 method B (−1500 V, 168 h) including post treatment according to IEC 61215-1-1 Ed. 2.0 (CD) High-tech aluminum alloy frame protects from damage, enables use of a wide range of mounting structures and is certified regarding IEC for high snow (5400 Pa) and wind loads (2400 Pa). Frame for versatile mounting options Q.ANTUM DUO technology with optimized module layout toboost module power and improve LCOE. Low electricity generation costs Double glass module design enables extended lifetime with 12-year product warranty and improved 30-year performance warranty1. A reliable investment Innovative all-weather technology Optimal yields, whatever the weather with excellent low-light and temperature behavior. Bifacial Q.ANTUM solar cells make efficient use of light shining on the module rear-side for radically improved LCOE. Bifacial energy yield gain of up to 21 % Long-term yield security with Anti LID and Anti PID Technology2, Hot-Spot Protect. Enduring high performance PR E L I M I N A R Y Mechanical Specification Format 93.8 in × 51.3 in × 1.38 in (including frame)(2384 mm × 1303 mm × 35 mm) Weight 84.2 lbs (38.2kg) Front Cover 0.08 in (2.0 mm) thermally pre-stressed glass with anti-reflection technology Back Cover 0.08 in (2.0 mm) semi-tempered glass Frame Anodised aluminium Cell 6 × 22 monocrystalline Q.ANTUM solar half cells Junction box 2.09-3.98 × 1.26-2.36 × 0.59-0.71 in (53-101 mm × 32-60 mm × 15-18 mm), Protection class IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 29.5 in (750 mm), (−) ≥ 13.8 in (350 mm) Connector Stäubli MC4; Stäubli MC4-Evo2; - IP68 NA 51.3"(1303 mm) 1.38" (35 mm) Label 4 × Grounding holes,Ø 0.18" (4.5 mm) 51.5" (1308 mm)93.8" (2384 mm) 15.7" (400 mm) 31.1" (790 mm) 4 × Mounting slots (DETAIL A) 8 × Mounting slots system Tracker (DETAIL B) Frame 8 × Drainage holes0.12 × 0.24" (3 × 6 mm) 29.5" (750 mm) 13.8" (350 mm) 21.2" (538 mm) 49.65"(1261 mm)Mounting slots 49.57" (1259 mm)Mounting slots system Tracker DETAIL A 0.63" (16 mm) 0.33" (8.5 mm)0.83" (21 mm) DETAIL B 0.39" (10 mm) 0.28" (7 mm)0.87" (22 mm) Q.PEAK DUO ML-G12S SERIES Qcells pursues minimizing paper output in consideration of the global environment. Note: Installation instructions must be followed. Contact our technical service for further information on approved installation of this product.Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL hqc-inquiry@qcells.com | WEB www.qcells.com Sp e c i f i c a t i o n s s u b j e c t t o t e c h n i c a l c h a n g e s © Q c e l l s Q.P E A K _ D U O _ M L - G 1 2 S - B F G _ s e r i e s _ 6 7 5 - 6 9 0 _ 2 0 2 3 - 1 1 _ R e v 0 2 _ N A Properties for System Design Maximum System Voltage VSYS [V]1500 PV module classification Class II Maximum Series Fuse Rating [A DC]30 Fire Rating based on ANSI / UL 61730 TYPE 294 Max. Design Load, Push / Pull3 [lbs / ft2]75 (3600 Pa) / 33 (1600 Pa)Permitted Module Temperature on Continuous Duty −40 °F up to +185 °F(−40 °C up to +85 °C)Max. Test Load, Push / Pull3 [lbs / ft2]113 (5400 Pa) / 50 (2400 Pa) 3 See Installation Manual 4 New Type is similar to Type 3 but with metallic frame UL 61730, CE-compliant, IEC 61215:2016, IEC 61730:2016, U.S. Patent No. 9,893,215 (solar cells) *Contact your Qcells Sales Representative for details regarding the module’s eligibility to be Buy American Act (BAA) compliant. Qualifications and Certificates Electrical Characteristics TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC α [% / K]+0.04 Temperature Coefficient of VOC β [% / K]−0.27 Temperature Coefficient of PMPP γ [% / K]−0.34 Nominal Module Operating Temperature NMOT [°F]108 ± 5.4 (42   ± 3 °C) POWER CLASS 675 680 685 690 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W) BSTC*BSTC*BSTC*BSTC* Min i m u m Power at MPP1 PMPP [W]675 738.4 680 743.8 685 749.3 690 754.8 Short Circuit Current1 ISC [A]18.45 20.20 18.48 20.23 18.51 20.26 18.54 20.30 Open Circuit Voltage1 VOC [V]46.10 46.27 46.24 46.40 46.37 46.53 46.50 46.66 Current at MPP IMPP [A]17.56 19.22 17.62 19.28 17.68 19.34 17.74 19.40 Voltage at MPP VMPP [V]38.43 38.42 38.59 38.58 38.75 38.74 38.90 38.90 Efficiency1 η [%]≥ 21.7 ≥ 21.9 ≥ 22.1 ≥ 22.2 Bifaciality of PMPP and ISC 70 % ± 5 % • Bifaciality given for rear side irradiation on top of STC (front side) • According to IEC 60904-1-2 1 Measurement tolerances PMPP ± 3 %; ISC, VOC ± 5 % at STC: 1000 W/m²; *at BSTC: 1000 W/m² + φ × 135 W/m², φ = 70 %, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 Mi n i m u m Power at MPP PMPP [W]508.2 512.0 515.7 519.5 Short Circuit Current ISC [A]14.86 14.89 14.91 14.94 Open Circuit Voltage VOC [V]43.61 43.73 43.86 43.98 Current at MPP IMPP [A]13.83 13.88 13.93 13.98 Voltage at MPP VMPP [V]36.75 36.89 37.03 37.16 1Measurement tolerances PMPP ± 3 %; ISC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 • ²800 W/m2, NMOT, spectrum AM 1.5 200 400 600 800 1000 90 100 80 110 10 30251520005 84.95 98 95 80 100 RE L A T I V E E F F C I E N C Y [ % ] Qcells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max.0.45 % degradation per year. At least 93.95 % of nominal power up to 10 years. At least 84.95 % of nominal power up to 30 years. All data within measurement tolerances. Full warranties in accordance with the warranty terms of the Qcells sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m2). RE L A T I V E E F F C I E N C Y CO M P A R E D T O N O M I N A L P O W E R [% ] YEARS IRRADIANCE [W/m²] Qcells Industry standard of p-mono* *Standard terms of guarantee for the 5 PV companies with the highest production capacity in 2021 (February 2021) Th e t e x t a n d f i g u r e s r e f l e c t t h e c u r r e n t t e c h n i c a l s t a t e a t t h e t i m e o f p r i n t i n g . S u b j e c t t o t e c h n i c a l c h a n g e s . E r r o r s a n d o m i s s i o n s e x c e p t e d . Th i s c u r r e n t v e r s i o n r e p l a c e s a l l o l d e r v e r s i o n s . D o w n l o a d t h e m o s t c u r r e n t v e r s i o n a t : w w w . k a c o - n e w e n e r g y . c o m KACO new energy GmbH | Werner-von-Siemens-Allee 1 | 74172 Neckarsulm | Germany blueplanet 125 - 150 TL3 www.kaco-newenergy.comwww.kaco-newenergy.com String inverters for utility-scale solar power plants up to multi-megawatt solar parks. Decentrally into new dimensions. Superior efficiencies and overload capacity through silicon carbide technology Special properties for extreme environmental conditions Decentralised design or ‚Virtual Central‘ concept possible Overvoltage protection AC/ DC and for communication interfaces available Lean commissioning and updates via remote services Technical Data 1) Power derating at high ambient temperatures DC input data 125 TL3 137 TL3 Max. recommended PV generator power 187 500 W 205 500 W MPP range 875 – 1 300 V 875 – 1 300 V Operating range 875 – 1 450 V 875 – 1 450 V Rated DC voltage / start voltage 900 V / 1 000 V 900 V / 1 000 V Max. no-load voltage 1 500 V 1 500 V Max. input current 160 A 160 A Max. short circuit current Isc max 300 A 300 A Number of MPP tracker 1 1 Connection per tracker 1 - 2 1 - 2 AC output data Rated output 125 000 VA 137 000 VA Max. power 137 500 VA 137 500 VA Line voltage 600 V (3P+PE)600 V (3P+PE) Voltage range (Ph-Ph)480 – 690 V 480 – 690 V Rated frequency (range)50 Hz / 60 Hz (45 – 65 Hz)50 Hz / 60 Hz (45 – 65 Hz) Rated current 3 x 120.3 A 3 x 132.3 A Max. current 3 x 132.3 A 3 x 132.3 A Reactive power / cos phi 0 – 100 % Snom / 0,30 ind. – 0,30 cap. Max. total harmonic distortion (THD)≤ 3 %≤ 3 % Number of grid phases 3 3 General data Max. efficiency 99.2 % 99.2 % Europ. efficiency 99.0 % 99.0 % CEC efficiency 98.9 %98.9 % Standby consumption < 10 W < 10 W Circuitry topology transformerless transformerless Mechanical data Display LEDs LEDs Control units webserver, supports mobile devices webserver, supports mobile devices Interfaces Ethernet (Modbus TCP, Sunspec),RS485 (KACO-protocol) USB, optional: 4-DI Fault signalling relay potential-free NOC max. 30 V / 1 A potential-free NOC max. 30 V / 1 A DC connection cable lug, max. 240 mm² (0.372 in2) Cu or Al AC connection cable lug, max. 240 mm² (0.372 in2) Cu or Al Ambient temperature -25 °C – +60 °C 1)-25 °C – +60 °C 1) Humidity 0 – 100 %0 – 100 % Max. installation elevation (above MSL)3 000 m 3 000 m Min. distance from coast 500 m 500 m Cooling temperature controlled fan temperature controlled fan Protection class IP66 / NEMA 4X IP66 / NEMA 4X Noise emission 59.2 db (A)59.2 db (A) H x W x D 719 x 699 x 460 mm 719 x 699 x 460 mm Weight 78.2 kg 78.2 kg Certifications Safety IEC 62109-1/-2, EN 61000-6-1/-2/-4, EN 61000-3-11/-12, EN 55011 group 1, class A EN 62920 Emission class A/Immunity class A UL62109-1, UL1741, CSA-C22.2 No.107.1 CSA-C22.2 No.62109-1, CSA-C22.2 No.62109-2 Grid connection rule overview see homepage / download area Versions S XL Number of DC inputs 1 - 2 1 - 2 DC switch - DC SPD Type 1 + 2 Type 1 + 2 AC SPD  RS485 interface SPD  Ethernet interface SPD  PID Set  standard =  upgradeable =  Technical Data 1) Power derating at high ambient temperatures DC input data125 TL3 137 TL3 Max. recommended PV generator power187 500 W205 500 W MPP range875 – 1 300 V875 – 1 300 V Operating range875 – 1 450 V875 – 1 450 V Rated DC voltage / start voltage900 V / 1 000 V900 V / 1 000 V Max. no-load voltage1 500 V1 500 V Max. input current160 A160 A Max. short circuit current Isc max300 A300 A Number of MPP tracker11 Connection per tracker1 - 21 - 2 AC output data Rated output125 000 VA137 000 VA Max. power137 500 VA137 500 VA Line voltage600 V (3P+PE)600 V (3P+PE) Voltage range (Ph-Ph)480 – 690 V480 – 690 V Rated frequency (range)50 Hz / 60 Hz (45 – 65 Hz)50 Hz / 60 Hz (45 – 65 Hz) Rated current3 x 120.3 A3 x 132.3 A Max. current3 x 132.3 A3 x 132.3 A Reactive power / cos phi0 – 100 % Snom / 0,30 ind. – 0,30 cap. Max. total harmonic distortion (THD)≤ 3 %≤ 3 % Number of grid phases33 General data Max. efficiency99.2 % 99.2 % Europ. efficiency99.0 % 99.0 % CEC efficiency98.9 %98.9 % Standby consumption< 10 W< 10 W Circuitry topologytransformerlesstransformerless Mechanical data DisplayLEDsLEDs Control unitswebserver, supports mobile deviceswebserver, supports mobile devices InterfacesEthernet (Modbus TCP, Sunspec),RS485 (KACO-protocol) USB, optional: 4-DI Fault signalling relaypotential-free NOC max. 30 V / 1 Apotential-free NOC max. 30 V / 1 A DC connectioncable lug, max. 240 mm² (0.372 in2) Cu or Al AC connectioncable lug, max. 240 mm² (0.372 in2) Cu or Al Ambient temperature-25 °C – +60 °C 1)-25 °C – +60 °C 1) Humidity0 – 100 %0 – 100 % Max. installation elevation (above MSL)3 000 m3 000 m Min. distance from coast 500 m500 m Coolingtemperature controlled fantemperature controlled fan Protection classIP66 / NEMA 4XIP66 / NEMA 4X Noise emission59.2 db (A)59.2 db (A) H x W x D719 x 699 x 460 mm719 x 699 x 460 mm Weight78.2 kg78.2 kg Certifications Safety IEC 62109-1/-2, EN 61000-6-1/-2/-4, EN 61000-3-11/-12, EN 55011 group 1, class A EN 62920 Emission class A/Immunity class A UL62109-1, UL1741, CSA-C22.2 No.107.1 CSA-C22.2 No.62109-1, CSA-C22.2 No.62109-2 Grid connection ruleoverview see homepage / download area VersionsSXL Number of DC inputs1 - 21 - 2 DC switch- DC SPDType 1 + 2Type 1 + 2 AC SPD RS485 interface SPD Ethernet interface SPD PID Set standard =  upgradeable =  Versions S XL Number of DC inputs 1 - 2 1 - 2 DC switch - DC SPD Type 1 + 2 Type 1 + 2 AC SPD  RS485 interface SPD  Ethernet interface SPD  PID Set  standard =  upgradeable =  DC input data 150 TL3 Max. recommended PV generator power 225 000 W MPP range 960 – 1 300 V Operating range 960 – 1 450 V Rated DC voltage / start voltage 1 000 V / 1 100 V Max. no-load voltage 1 500 V Max. input current 160 A Max. short circuit current Isc max 300 A Number of MPP tracker 1 Connection per tracker 1 - 2 AC output data Rated output 150 000 VA Max. power 150 000 VA Line voltage 660 V (3P+PE) Voltage range (Ph-Ph)480 – 760 V Rated frequency (range)50 Hz / 60 Hz (45 – 65 Hz) Rated current 3 x 131.2 A Max. current 3 x 132.3 A Reactive power / cos phi 0 – 100 % Snom / 0.30 ind. – 0.30 cap. Max. total harmonic distortion (THD)≤ 3 % Number of grid phases 3 General data Max. efficiency 99.2 % Europ. efficiency 99.0 % CEC efficiency 99.0 % Standby consumption < 10 W Circuitry topology transformerless Mechanical data Display LEDs Control units webserver, supports mobile devices Interfaces Ethernet (Modbus TCP, Sunspec), RS485 (KACO-protocol) USB, optional: 4-DI Fault signalling relay potential-free NOC max. 30 V / 1 A DC connection cable lug, max. 240 mm² (0.372 in2) Cu or Al AC connection cable lug, max. 240 mm² (0.372 in2) Cu or Al Ambient temperature -25 °C – +60 °C 1) Humidity 0 – 100 % Max. installation elevation (above MSL)3 000 m Min. distance from coast 500 m Cooling temperature controlled fan Protection class IP66 / NEMA 4X Noise emission 59.2 db (A) H x W x D 719 x 699 x 460 mm Weight 78.2 kg Certifications Safety IEC 62109-1/-2, EN 61000-6-1/-2/-4, EN 61000-3-11/-12, EN 55011 group 1, class A EN 62920 Emission class A/Immunity class A UL62109-1, UL1741, CSA-C22.2 No.107.1 CSA-C22.2 No.62109-1, CSA-C22.2 No.62109-2 Grid connection rule overview see homepage / download area 1) Power derating at high ambient temperatures Technical Data Th e t e x t a n d f i g u r e s r e f l e c t t h e c u r r e n t t e c h n i c a l s t a t e a t t h e t i m e o f p r i n t i n g . S u b j e c t t o t e c h n i c a l c h a n g e s . E r r o r s a n d o m i s s i o n s e x c e p t e d . Th i s c u r r e n t v e r s i o n r e p l a c e s a l l o l d e r v e r s i o n s . D o w n l o a d t h e m o s t c u r r e n t v e r s i o n a t : w w w . k a c o - n e w e n e r g y . c o m KACO new energy GmbH | Werner-von-Siemens-Allee 1 | 74172 Neckarsulm | Germany EN 5 0 0 1 7 4 8 - 0 2 - 2 2 0 2 1 6 SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit J Stormwater Management Control Plan (Full-size Plans included under separate cover) ISSUED FOR PERMITTING STORMWATER MANAGEMENT CONTROL PLAN TOWN OF SOUTHOLD LANDFILL SOLAR PROJECT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK IN COMPLIANCE WITH THE TOWN OF SOUTHOLD GENERAL LEGISLATION, CHAPTER 236 STORMWATER MANAGEMENT Prepared for: SUMMIT RIDGE ENERGY 1515 WILSON BOULEVARD, SUITE 300 ARLINGTON, VA 22209 Prepared by: TRC Engineers, Inc. 1407 Broadway, Suite 3301 New York, NY 10018 JANUARY 2025 Stormwater Management Control Plan Town of Southold Landfill Solar Project ii Table of Contents: 1.0 Introduction ........................................................................................................................1 2.0 Regulatory Requirements .................................................................................................1 3.0 Project Site Information ....................................................................................................1 3.1 Soils Classification ............................................................................................................. 2 3.2 Potential Receiving Surface Waters and MS4 .............................................................. 4 3.3 Rainfall Information ............................................................................................................ 4 4.0 Personnel Contact List ......................................................................................................4 5.0 Construction Requirements and Sequencing ................................................................5 6.0 Stormwater Management and Pollution Controls ..........................................................7 6.1 Potential Impacts for Stormwater Contamination ......................................................... 8 6.2 Protection of Existing Vegetation .................................................................................... 9 6.3 Temporary Erosion and Sediment Controls .................................................................. 9 6.3.1 Temporary Stockpiling ........................................................................................ 9 6.3.2 Construction Access Systems ......................................................................... 10 6.4 Temporary Stabilization for Frozen Conditions ........................................................... 10 6.5 Soil Restoration ................................................................................................................ 11 7.0 Post-Construction Stormwater Management ............................................................... 11 7.1 Green Infrastructure Planning ........................................................................................ 11 7.2 Post-Construction Stormwater Control Practices Utilized ......................................... 11 7.3 Stormwater Runoff Analysis ........................................................................................... 12 8.0 Construction Pollution Prevention ................................................................................ 14 8.1 Management of Spills and Releases ............................................................................ 14 8.2 Construction Housekeeping ........................................................................................... 15 8.2.1 Material Stockpiling ........................................................................................... 15 8.2.2 Staging, Storage, and Marshalling Areas ...................................................... 15 8.2.3 Equipment Cleaning and Maintenance .......................................................... 16 8.2.4 Material Washout Areas ................................................................................... 16 8.3 Waste Management ........................................................................................................ 17 9.0 Post-Construction Operation and Maintenance .......................................................... 17 List of Tables: Table 1 – Rainfall Event Quantities ............................................................................................ 4 Table 2 - Proposed Erosion and Sediment Control Measures .................................................... 9 Table 3 - Peak Discharge Rate (cfs) Comparison .....................................................................13 Table 4 – Peak Discharge Volume Detention ............................................................................14 Appendices: Appendix A – Agency Guidance • Town of Southold General Legislation, Chapter 236 • NYSDEC Policy DMM-4 Appendix B – Site Location Map Appendix C – Site Plans Stormwater Management Control Plan Town of Southold Landfill Solar Project iii Appendix D – Environmental Background Information • USDA NRCS Soil Resource Report • Rainfall Data Appendix E – Personnel Contact List Appendix F – Erosion and Sediment Control • Erosion and Sediment Control • Erosion and Sediment Control Standards and Specifications Appendix G – Pre-Development Stormwater Analysis • Pre-Development Subcatchment Map • Pre-Development HydroCAD Model Appendix H – Post-Development Stormwater Analysis • Post-Development Subcatchment Map • Post-Development HydroCAD Model Appendix I – Post-Construction Operation and Maintenance (O & M) Manual Stormwater Management Control Plan Town of Southold Landfill Solar Project 1 1.0 Introduction This Stormwater Management Control Plan (SMCP) has been prepared by TRC for Summit Ridge Energy (SRE) (the Client) in regard to the proposed construction activities associated with the Town of Southold Landfill Solar Project (the Project). The purpose of this SMCP is to establish requirements and instructions for the management of construction-related stormwater discharges from the Project Site. Erosion and sediment controls have been designed and shall be installed and maintained to minimize the discharge of pollutants and prevent a violation of applicable water quality standards. 2.0 Regulatory Requirements This SMCP has been prepared in accordance with the “Town of Southold General Legislation, Chapter 236 Stormwater Management.” The Town of Southold requires an SMCP for the following construction activities: “Clearing, grubbing, grading, or stripping which affects more than 5,000 square feet of ground surface; excavation or filling involving more than 200 cubic yards of material within any parcel or contiguous area; site preparation on slopes which exceed 10 feet of vertical rise to 100 feet of horizontal distance; site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area; site preparation within the one-hundred-year floodplain as depicted on FIRM of any watercourse; and installation of new or resurfaced impervious surfaces of 1,000 square feet or more.” A copy of Chapter 236 of the Town of Southold General Legislation is provided in Appendix A of this SMCP. The Project involves construction activities that require the preparation of an SMCP that includes post-construction stormwater management practices (SMPs) designed in accordance with the Town of Southold General Legislation §236-7. A. and NYSDEC Policy DMM-4 “Guidance for Photovoltaic Solar Projects at Closed Solid Waste Landfills.” A copy of Policy DMM-4 is provided in Appendix A of this SMCP. 3.0 Project Site Information The Project Site is located at 6155 Cox Lane in the Town of Cutchogue, Suffolk County, New York. The Project Site is located within the NYSDEC Region 1 jurisdiction and the Southold, NY and Mattituck Hills, NY United States Geological Survey (USGS) 7.5-Minute Topographic Quadrangle. The Project Site location is depicted on Figure 1 of Appendix B. The Project proposes development of a Solar Generating Facility (SGF) that includes construction of ballast-supported racking with PV solar panels, pervious gravel access drives, and concrete equipment pads to support electrical equipment. Overall, the SGF development is low impact, environmentally sensitive, and effective in attenuating overland flow, while maintaining the existing conditions. The general scope of work for the Project, which may result in soil disturbance, includes but is not limited to site clearing and grubbing, grading, limited use pervious access road installation, equipment pad installation, and solar panel and related electrical wire installation. The Project site is composed of one parcel totaling approximately 60.02 acres. The parcel is occupied by a capped municipal solid waste landfill. The covered municipal landfill at the Project site was closed and capped in 1993, with oversight from New York State Department of Environmental Conservation (NYSDEC). The area of the capped landfill is approximately 34 Stormwater Management Control Plan Town of Southold Landfill Solar Project 2 acres. The installed capping system consists, from the surface downward, of vegetation, a 6-inch topsoil layer, a 12-inch barrier protection layer with cap drains, nonwoven geotextile, a geomembrane cap, and a 12-inch gas venting layer, 6-inch subgrade layer. The remainder of the Project site is 26.02 acres.  The Project will include the installation of approximately 20.00 acres of solar panels mounted on a fixed tilt racking system (see Site Plans in Appendix C). The solar panels will be arranged in two major arrays, one north of the paved access road that currently splits the landfill and one south of the access road. The racking system foundation will include concrete or stone-filled ballasts, on top of the of the landfill. Transformers and inverters will be located north of the existing access road for the northern array and south of the access road for the southern array. The components will be mounted on impervious ballast-supported concrete ballasts totaling approximately 3,152 square feet. In addition to the existing access roads on the landfill, two new access roads will be constructed with turnarounds to provide access to each of the arrays and equipment areas. The surface for the existing road on the landfill will remain unchanged. The new access road section will be a pervious gravel surface. The design of the access road is ongoing and being prepared in consultation with the Fire Marshal to ensure the roads meet the needs of the fire department. The existing groundcover of the Project Site is composed primarily of grass with some gravel and asphalt access roads, and exposed soils. The site topography has a general peak at the access road interesting the landfill, causing slopes off of the landfill in every direction. Refer to Appendix D for additional Project Site land cover and environmental resources, and Appendix C for topographic information and the Construction Drawings. 3.1 Soils Classification Review of the United States Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) Web Soil Survey indicated the predominant soil series mapped within the Project Site are Haven loam, Hydrologic Soil Group (HSG) rating B; Plymouth loamy coarse sand, HSG rating A. Map Unit Symbol Map Unit Name Drainage Class Mineral Soil Class Hydrologic Soil Group Acres within Site Percent within Site HaA Haven loam, 0 to 2 percent slopes Well drained Loam B 8.9 14.9% HaB Haven loam, 2 to 6 percent slopes Well drained Loam B 0.7 1.2% Stormwater Management Control Plan Town of Southold Landfill Solar Project 3 The Soil Conservation Service defines the HSGs as follows: • Type A Soils: Soils having a high infiltration rate (low runoff potential). • Type B Soils: Soils having a moderate infiltration rate. • Type C Soils: Soils having a slow infiltration rate. • Type D Soils: Soils having a very slow infiltration rate (high runoff potential). Map Unit Symbol Map Unit Name Drainage Class Mineral Soil Class Hydrologic Soil Group Acres within Site Percent within Site PIA Plymouth loamy coarse sand, 0 to 3 percent slopes Excessively drained Loamy Coarse Sand A 18.9 31.4% PIB Plymouth loamy coarse sand, 3 to 8 percent slopes Excessively drained Loamy Coarse Sand A 9.6 16% PIC Plymouth loamy coarse sand, 8 to 15 percent slopes Excessively drained Loamy Coarse Sand A 0.8 1.3% Ma Made land N/A N/A N/A 16.4 27.3% RdA Riverhead sandy loam, 0 to 3 percent slopes Well drained Sandy Loam A 0.8 1.3% RdC Riverhead sandy loam, 8 to 15 percent slopes Well drained Sandy Loam A 3.4 5.6% CpE Carver and Plymouth soils, 15 to 35 percent slopes Excessively drained Loamy Coarse Sand A 0.6 1% Stormwater Management Control Plan Town of Southold Landfill Solar Project 4 For soils assigned to a dual hydrologic group, the first letter refers to drained areas and the second refers to undrained areas. In project areas of unknown soil type or areas not within agricultural land, the more conservative soil classification is assumed. Refer to Appendix D for the USDA NRCS Soil Resource Report for the Project Site. 3.2 Potential Receiving Surface Waters and MS4 The most nearby surface waters are the Long Island Sound, approximately 1 mile northwest of the site, and Haywater Cove approximately 1.5 miles southeast of the site. No discharges of stormwater off-site are associated with the site. The Project is located within a regulated Municipal Separate Storm Sewer System (MS4) for the Town of Southold and has been reviewed by the Town’s Engineer. 3.3 Rainfall Information The two-inch rainfall event was determined from the Town of Southold General Legislation §236-7. A., by indicating that the two-inch rainfall event must be contained on site. Rainfall data for the 25-year rainfall event was obtained from the Northeast Regional Climate Center’s Extreme Precipitation Tables. These values were used to evaluate the pre- and post-development stormwater hydraulic and hydrologic characteristics. Table 1 below details the 24-hour rainfall amounts for the Project Site. Table 1 – Rainfall Event Quantities Rainfall Event 24-Hour Rainfall Amount (inches) 2-inch 2.00 25-Year 6.19 The precipitation information obtained from the Northeast Regional Climate Center is included in Appendix D. 4.0 Personnel Contact List The Construction Personnel Contact List for the Project is provided in Appendix E. The listed personnel are responsible for ensuring compliance with the SMCP. Personnel responsibilities include but are not limited to the following: • Implement the SMCP; • Oversee maintenance practices identified in the SMCP; • Conduct or provide for inspection and monitoring activities; • Identify potential erosion, sedimentation, and pollutant sources during construction and ensure issues are addressed appropriately and in a timely manner; • Identify necessary amendments to the SMCP and ensure proper implementation; and • Document activities associated with the implementation of this SMCP and supporting documents. Stormwater Management Control Plan Town of Southold Landfill Solar Project 5 5.0 Construction Requirements and Sequencing This section provides the Owner/Operator and the Contractor with a suggested order of construction that will minimize erosion and the transport of sediments. The individual objectives of the construction techniques described herein shall be considered an integral component of the Project design. The construction sequence is not intended to prescribe definitive construction methods and should not be interpreted as a construction specification document. The Contractor shall follow the general principles outlined below throughout the construction phase: • Protect and maintain existing vegetation wherever possible; • Minimize the area of disturbance; • To the extent possible, route unpolluted flows around disturbed areas; • Install approved erosion and sediment control devices as early as possible; • Minimize the time disturbed areas are left un-stabilized; and • Maintain erosion and sediment control devices in proper condition. The Contractor should use the suggested construction sequence and techniques as a general guide and modify the suggested methods and procedures as required to best suit seasonal and site-specific physical constraints for the purpose of minimizing the environmental impact due to construction. The Project is anticipated to involve multiple stages of work; site preparation, construction, and site restoration. Prior to the commencement of construction activities, temporary erosion and sediment control measures shall be installed per the Construction Drawings provided in Appendix C. The Project stages are detailed below. Stage 1: Project Site Preparation • Establish access to the Project Site including the stabilized construction entrances and access roads; • Stake/flag construction limits, staging/storage areas, material washout locations, environmentally sensitive areas, and other associated work areas; • Mark existing utilities and infrastructure; • Conduct tree clearing and vegetation management, if necessary, and grading of work areas, as required; and • Install the erosion and sediment controls as detailed on the Erosion and Sediment Control Plans. Stormwater Management Control Plan Town of Southold Landfill Solar Project Stormwater Management Control Plan Town of Southold Landfill Solar Project 7 previous activities. SRE will conduct the work in a manner to minimize the area of work disturbed at any one time and will immediately stabilize completed areas to reduce the overall time and area of disturbed areas. • Generally, the following sequence will be followed: o Temporary soil erosion and sediment control devices will be installed around areas to be disturbed in accordance with the SMCP. o Clearing and grading along with maintenance of temporary soil erosion and sediment control devices. o Installation of solar panels and appurtenances along with maintenance of temporary soil erosion and sediment control devices. o Removal of temporary access road and construction of new pervious access road along with maintenance of temporary soil erosion and sediment control devices. o Restoration and seeding of disturbed areas in accordance with SMCP and soil erosion and sediment control plan along with maintenance of temporary soil erosion and sediment control devices. o Removal and disposal off-site of temporary erosion and sediment controls following final stabilization. • SRE will install any additional site-specific practices needed to protect water quality. Addition practices may include, but not be limited to, expedited stabilization schedules and use of enhanced erosion control matting for temporary and final stabilization, at the discretion of the Qualified Inspector. Stabilization of disturbed areas must be provided by employing temporary and/or permanent control measures. 6.0 Stormwater Management and Pollution Controls Prior to the commencement of construction activities, temporary erosion and sediment controls shall be installed to prevent erosion of the soils and prevent water quality degradation in wetlands and waterbodies. Erosion and sediment controls will be used to limit, control, and mitigate construction-related impacts. The stormwater management and pollution controls shall include practices that involve runoff control, soil stabilization practices, and sediment control. The erosion and sediment controls used at the Project Site must be installed and maintained in accordance with the SSESC and the SMDM. Improper installation of practices may result in an increase in water quality impacts to nearby waterbodies or sedimentation impacts to undisturbed lands. Deviations from the SSESC and SMDM standards should be discussed with the Qualified Inspector/Qualified Professional prior to using the alternative practice. If the alternative practice is acceptable, documentation is required to detail the reasoning for the alterative practice and then provide evidence that the alternative design is equivalent to the technical standard. The SMCP shall be amended as appropriate to incorporate the alternative practice. In the event that an alternative practice fails and a standard SSESC practice is required, the Contractor shall install the required practice upon approval from the Qualified Inspector/Qualified Professional and Owner/Operator. The SMCP shall be amended as appropriate to document changes to the practice. Stormwater Management Control Plan Town of Southold Landfill Solar Project 8 The following sections detail potential stormwater contamination sources due to construction-related activities and the temporary and permanent erosion and sediment controls to be used throughout the construction of the Project to mitigate impacts. Refer to the SSESC and SMDM for additional guidance on installation, maintenance, and removal. 6.1 Potential Impacts for Stormwater Contamination Construction activities and processes that result in either increased stormwater runoff or the potential to add pollutants to runoff are subject to the requirements of this SMCP. These activities may include areas of land disturbed by grading, excavation, construction, or material storage. Water that comes in contact with the surface of the Project Site as a result of precipitation (snow, hail, rain, etc.) is classified as stormwater associated with the Project and is subject to the requirements of this SMCP. Construction activities that may negatively impact stormwater include but are not limited to the following: • Tree Clearing and Vegetation Removal: Removal of vegetation can expose and weaken soils and may result in erosion. • Construction Site Entrance: Vehicles leaving the Project Site can track soils onto public roadways. • Grading Operations: Exposed soils have the potential for erosion and sedimentation when not stabilized. • Fugitive Dust: Dust generated by vehicles or from strong winds during a drought period can be deposited in wetlands, waterways, and other environmentally sensitive areas, or may negatively impact the air quality. • General Site Construction Activities: Maintenance and heavy use of access roads can expose soils, creating significant erosion potential. Soil stockpiling from site excavations and grading may promote erosion and sedimentation. Dewatering activities may result in concentrated flows and has the potential to increase erosion. • Construction Vehicles and Equipment: Refueling of vehicles may result in spilling or dripping gasoline and diesel fuel onto the ground. On-site maintenance of excavating equipment may result in hydraulic oil, lubricants, or antifreeze dripping onto the ground. Sediment tracking and the spread of invasive species may occur if construction vehicles are improperly maintained. Ruts caused by equipment can create paths for concentrated water flows. • Waste Management Practices: Typical construction projects often generate significant quantities of solid waste, such as wrappings, personnel-generated trash and waste, and construction debris. Proper use of staging and storage areas, stockpiling areas, and erosion and sediment controls will mitigate potential impacts to the stormwater. Refer to Section 10.1 for additional information on spill prevention and waste management procedures for the Project. Stormwater Management Control Plan Town of Southold Landfill Solar Project 9 6.2 Protection of Existing Vegetation Natural vegetation shall be preserved to the maximum extent practicable. Preserving natural vegetation will reduce soil erosion and maintain the inherent integrity of the Project Site. Protection practices may include barrier fencing to prevent equipment and vehicle traffic in vegetated and environmentally sensitive areas. 6.3 Temporary Erosion and Sediment Controls Temporary erosion and sediment controls shall be used to reduce erosion, sedimentation, and pollutants in stormwater discharges, and to prevent impacts to undisturbed areas, natural resources, wetlands, waterbodies, and downstream areas. Both stabilization techniques and structural methods will be used, as needed, to meet these objectives. Temporary erosion and sediment control measures shall be applied during construction to: • Minimize soil erosion and sedimentation through the stabilization of disturbed areas and removal of sediment from construction site discharges. • Preserve existing vegetation to the maximum extent practicable and establish permanent vegetation on exposed soils following the completion of soil disturbance activities. • Minimize the area and duration of soil disturbance through site preparation activities and construction sequencing. Table 2 below lists the erosion and sediment controls anticipated to be used at the Project Site. Table 2 - Proposed Erosion and Sediment Control Measures Check Dam Silt Fence Stabilized Construction Access Compost Filter Sock Mulching Protecting Vegetation During Construction Seeding Sodding Rock Outlet Protection Concrete Washout The standards and specification for the erosion and sediment control measures listed in Table 2 are provided in Appendix F. Refer to the SSESC and SMDM for the Standards and Specifications of alternate measures and practices, as needed. The temporary erosion and sediment control measures not detailed in the SSESC or SMDM are detailed below. 6.3.1 Temporary Stockpiling Temporary stockpiling of granular material (gravel, excavated spoils, select backfill, topsoil, etc.) is expected on site throughout the construction process. Stockpiling of Stormwater Management Control Plan Town of Southold Landfill Solar Project 10 materials is not permitted in areas where health or safety risks are present, or where impacts to water quality may occur. Stockpiling is not permitted in wetland or wetland buffer areas. Stockpile areas shall be contained and protected with the proper erosion and sediment controls such as silt fencing and mulch. Soil stockpiles shall be stabilized with vegetation, geotextile fabric, or plastic covers if not used for 7 days. Stockpile areas should be inspected and maintained as needed or directed by the Project Engineer (or Qualified Inspector/Qualified Professional). 6.3.2 Construction Access Systems Temporary construction access systems may be used to prevent or reduce impacts to sensitive areas, such as soft soil or wetlands. The construction access systems may include but are not limited to the use of timber mats, portable mats, plastic roads, slash matting, or access during frozen weather conditions. Timber mats are large, flat wooden structures made from hardwood timbers. Usually, the timbers are bolted or cabled together to form a strong and durable mat. Timber matting can generally support heavier equipment than the other matting types. Portable mats are reusable mats typically composed of fiberglass or high-density polyethylene (HDPE). The mats may be used in wetland areas or in areas of soft soils to prevent rutting and soil disturbance impacts. Plastic road mats are composed of linking HDPE mats using a 1-inch polyvinyl chloride stringer. The mats are used to protect wetlands and prevent rutting by distributing the vehicle load across the roadway surface. Access during frozen conditions may occur once the ground freezes. Snow cover may be packed down or removed for access. The frozen ground conditions will not experience rutting or sediment tracking. Periodic inspection of ground conditions is recommended to ensure frozen ground conditions are present. Alternative construction access systems shall be approved by the Owner/Operator and the Qualified Professional prior to use. The alternate system shall be documented in the SWPPP amendments. 6.4 Temporary Stabilization for Frozen Conditions Winter stabilization standards apply to construction activities with ongoing soil disturbance and exposure between November 15 and April 1. Temporary winter stabilization measures shall be employed prior to frozen conditions, as detailed in the SSESC. Erosion and sediment control measures shall be inspected to ensure proper performance and winter stabilization function. Repairs should be made as necessary to prevent erosion and sedimentation during thawing or rain events. Stormwater Management Control Plan Town of Southold Landfill Solar Project 11 6.5 Soil Restoration During the periods of relatively low to moderate subsoil moisture, the disturbed soils shall be returned to rough grade through the following soil restoration process: 1. Apply 3 inches of compost over subsoil. 2. Till compost into subsoil to a depth of about 12 inches, mixing and circulating air and compost into subsoils. 3. Rock-pick until uplifted stone/rock materials of four inches and larger size are cleaned off the site. 4. Apply topsoil to a depth of 6 inches. 5. Vegetate in accordance with landscaping plan. All soil restoration processes shall be performed in accordance with the SWDM Section 5.1.6. 7.0 Post-Construction Stormwater Management The requirement from the Town’s General Legislation of detaining the 2-inch storm event on site and the NYSDEC Policy DMM-4 to evaluate the 25-year storm event will aid post-development SMP design. 7.1 Green Infrastructure Planning The stormwater management control plan must demonstrate that green infrastructure planning and design options were evaluated. The green infrastructure planning techniques utilized for the Project include: • Pervious Pavement: Pervious types of pavements that provide an alternative to conventional paved surfaces, designed to allow rainfall to pass through the surface, thereby reducing stormwater runoff from a site and providing some pollutant uptake in the underlying soils. Pervious Access Drives will be used instead of the traditional paved or gravel drives. 7.2 Post-Construction Stormwater Control Practices Utilized Stormwater runoff for the Project will be collected and conveyed to stormwater quality and quantity control practices. The following practices have been incorporated into the Project Site stormwater management plan for the Project. Infiltration Basins: The three existing and one reconfigured infiltration basins are utilized to treat the additional runoff volumes generated by the proposed changes. In addition, the required pre-treatment of stormwater will be provided through the gently-sloping, fully-vegetated areas beneath and between the proposed solar arrays. The reconfigured basin is designed to infiltrate and retain the 25-yr, 24-hr storm. Stormwater Management Control Plan Town of Southold Landfill Solar Project 12 The total developed site will be 40.10 acres, of which 1.35 acres will have new impervious cover (i.e., concrete ballasts and electrical equipment pads). The total contributing drainage area for the Project Site, which includes off-site areas, is approximately 73.17 acres. 7.3 Stormwater Runoff Analysis The Town Legislation and DMM-4 requires the Project to meet the following separate stormwater quantity criteria: • Town of Southold General Legislation : The Town requirement is designed to ensure the proposed development will be able to retain at least the 2-inch storm event on site. • NYSDEC Policy DMM-4: The DMM-4 requires storage to attenuate the post- development 25-year, 24-hour peak discharge rates to pre-development rates. Stormwater runoff was estimated using HydroCAD, Version 10.20-4a. HydroCAD software is based on methodologies developed by the USDA NRCS, namely “Urban Hydrology for Small Watersheds”, Technical Release 55 and Technical Release 20 (TR-50 and TR-20, respectively), in conjunction with other hydrologic and hydraulic calculations. Based on site-specific information, including land cover, slopes, soils, and rainfall data, the program calculates inflow and outflow hydrographs for subcatchments and pond routing. For the HydroCAD analysis, the Project Site was divided by watershed and drainage systems, which contribute to the overall stormwater network. The pre-development watersheds are defined in the calculations using 100 series nomenclature, (i.e., 101 for DP-1) and the post-development watersheds are defined using 200 series nomenclature, (i.e., 201 for DP-1). The watersheds and drainage systems were classified by the following components: • Subcatchment: Used to model the runoff from a given area of land. • Pond: Used to model a reservoir, dam, catch basin, manhole, drywell, storage chamber, vault, or other impoundment that fills with water. Ponds may empty through a weir, culvert, orifice, or other outlet device. The pre-development and post-development conditions for the Project Site were divided into subcatchments, which depict the watershed conditions, methods of collection, conveyance, points of discharge, and topography. In addition, the drainage pattern, drainage structures, soil types, and ground covers are used to analyze the rate of runoff in the existing and proposed conditions. The subcatchments include off-site contributing areas as determined by the site topography and site features. The pre-development Project Site was divided into four subcatchments and the post-development Project Site was divided into four subcatchments. In order to compare the pre-development and post-development runoff conditions, study points were selected across the Project Site. The overall bounds of the study area and study points remain unchanged from the pre-development condition. The following study points were selected for the Project Site in both the pre-development and post-development conditions: Study Point 1 (DA-1): Study Point #1 is predominantly grass in existing and post developed conditions. An access road for the existing landfill is present in existing conditions and will remain in the proposed development conditions. Additional access roads north and south of the existing Stormwater Management Control Plan Town of Southold Landfill Solar Project 13 access road are proposed. There is an existing infiltration basin shown in existing conditions and that will remain in the proposed development conditions. No additional SMPs are required as there will be no increase in the stormwater runoff for all stormwater events. Study Point # 2 (DA-2): Study Point #2 is predominantly grass and partially impervious in existing and proposed conditions. There is an existing infiltration basin present in existing conditions that will remain in the proposed development conditions. No additional SMPs are required as there will be no increase in the stormwater runoff for all stormwater events. Study Point # 3 (DA-3): Study Point #3 is predominantly grass and partially impervious in existing and proposed conditions. There is an existing infiltration basin present in existing conditions that will remain in the proposed development conditions. No additional SMPs are required as there will be no increase in the stormwater runoff for all stormwater events. Study Point # 4 (DA-4): Study Point #4 is predominantly grass and partially impervious in existing and proposed conditions. There is an existing infiltration basin present in existing conditions that will remain in the proposed development conditions. No additional SMPs are required as there will be no increase in the stormwater runoff for all stormwater events. The pre- and post-development drainage area maps are provided in Appendix G and H, respectively. The pre- and post-development conditions were evaluated at each study point for the two-inch and 25-year storm events. Table 5 below details the pre- and post-development peak discharge rates for the 25-year storm event and Table 6 details the detention of the peak discharge volume for the two-inch storm event. Table 3 - Peak Discharge Rate (cfs) Comparison Study Point 25-Year Rainfall Event Pre- Post- 1* 0.00 0.00 2* 0.00 0.00 3* 0.00 0.00 4* 0.00 0.00 5 66.45 66.45 6 24.83 24.83 7 26.79 26.79 8 0.69 0.69 9 9.94 9.94 *Areas of proposed development Stormwater Management Control Plan Town of Southold Landfill Solar Project 14 Table 4 – Peak Discharge Volume Detention Study Point Two-Inch Rainfall Event Peak Discharge Volume (acre-feet) Storage Volume Provided (acre-feet) 1* 0.162 6.320 2* 0.148 1.840 3* 0.000 4.960 4* 0.000 0.783 5 0.338 0.000 6 0.134 0.000 7 0.053 0.000 8 0.000 0.000 9 0.017 0.000 Total Site 0.853 13.903 *Areas of proposed development The runoff model demonstrates that the proposed Project will attenuate the 25-year, 24-hour storm event to pre-development peak discharge rates and detain the two-inch rainfall storm event on site. Subcatchment mapping and the HydroCAD model are provided for the pre-development condition in Appendix G, and for the post-development condition in Appendix H. 8.0 Construction Pollution Prevention Proper material storage, handling, and disposal practices shall be implemented during construction to reduce the risk of exposure of materials and hazardous substances to stormwater and environmental resources. The storage, handling, and disposal procedures to be enforced by the Owner/Operator, Contractor(s) and the Qualified Inspector are described below. 8.1 Management of Spills and Releases The Owner/Operator must be notified in the event of a non-stormwater (fuel, oil, chemical, etc.) spill or release to ensure proper reporting and clean up. The Owner/Operator shall proceed as appropriate in accordance with the Owner/Operator’s, local, state, and federal environmental policies, and procedures. A spill or release shall be reported to the NYSDEC Spill Hotline (1-800-457-7362), as applicable, within 2 hours of the release. The Contractor is responsible for retaining documentation containing the New York State spill number and spill information to provide to the Owner/Operator and the Qualified Inspector. The Contractor is responsible for the cleanup and response actions, in accordance with the on-site spill prevention procedures manual. Contaminated soil shall be removed from the Project Site and disposed in accordance with the product specific Safety Data Sheets (SDS) and environmental guidance. Stormwater Management Control Plan Town of Southold Landfill Solar Project 15 Potential pollutant sources are likely to be stored on the construction site. Bulk petroleum storage (1,100-gallon aboveground tank and/or 1,110 underground tank) and chemical storage (185-gallon aboveground tank and/or any size underground tank) shall not be present on site. Construction materials typically present on construction sites, include but are not limited to the following: • Building Products: Asphalt sealants, copper flashing, roofing materials, adhesives, concrete admixtures, and gravel and/or mulch stockpiles; • Chemicals: Pesticides, herbicides, insecticides, fertilizers, and landscape materials; • Petroleum Products: Diesel fuel, oil, hydraulic fluids, gasoline, etc.; • Hazardous or Toxic Waste: Paints, caulks, sealants, fluorescent light ballasts, solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids; • Sanitary Facilities: Portable toilets; and • Construction Debris: Fill, vegetative debris, stumps, and construction waste. Specific quantities cannot be estimated until the construction methodology and contractor(s) are secured for construction. 8.2 Construction Housekeeping The Owner/Operator or the Contractor shall coordinate with local fire officials regarding on-site fire safety and emergency response. The Contractor shall keep the Construction Supervisor and the Qualified Inspector/Qualified Professional aware of chemicals and waste present on site. The Contractor shall periodically conduct safety inspections at the Project Site to identify housekeeping issues and employ spill prevention procedures. 8.2.1 Material Stockpiling Material resulting from clearing and grubbing, grading, and other construction activities, or new material delivered to the Project Site, shall be stockpiled upslope of disturbed areas. The stockpile areas shall have the proper erosion and sediment controls installed to prevent the migration of sediments and materials. 8.2.2 Staging, Storage, and Marshalling Areas Construction materials and equipment should be stored in designated staging areas as indicated on the Construction Drawings or as directed by the Project Engineer (or Qualified Inspector). The staging, storage, and marshalling areas should be located in an area that minimizes impacts to stormwater quality. Chemicals, solvents, fertilizers, and other toxic materials must be stored in waterproof containers and must be kept in the proper storage facilities, except during use or application. Runoff containing such materials must be collected and disposed at an approved solid waste or chemical disposal facility. Stormwater Management Control Plan Town of Southold Landfill Solar Project 16 Bulk storage of materials will be staged at the Project marshalling yard per SDS specification and Environmental Health and Safety Standards, whichever is more restrictive. Contractor marshalling yards may be associated with other projects not covered under this SMCP. If the marshalling area is associated with this SMCP, the yard shall be inspected by the Qualified Inspector until Project-related activities have ceased. A Qualified Inspector shall inspect the marshalling yard to assess for environmental impacts prior to and throughout its use. If additional marshalling yards are required, they must abide by this SMCP. Amendments shall be made to the SMCP, as necessary, for the additional marshalling areas. 8.2.3 Equipment Cleaning and Maintenance All on-site construction vehicles, including employee vehicles, shall be monitored for leaks and shall receive regular preventative maintenance to reduce the risk of leakage. Any equipment leaking oil, fuel, or hydraulic fluid shall be repaired immediately or removed from the Project Site. Construction equipment and Contractor personal vehicles shall be parked, refueled, and serviced at least 150 feet from a wetland, waterbody, or other ecologically sensitive area, at an upland location away from conveyance channels, unless approved by the Qualified Inspector/Qualified Professional. Where there is no reasonable alternative, refueling may occur within these setbacks, but only under the observation of the Qualified Inspector or Trained Contractor and after proper precautions are taken to prevent an accidental spill. The Contractor shall take precautions to ensure that drips, spills, or seeps do not enter the ground. The use of absorbent towels and/or a portable basin beneath the fuel tank is recommended. Refueling activities shall be performed under continual surveillance with extreme care. In the event of a release, the spill shall be promptly cleaned up in accordance with the spill response and clean up procedures. Petroleum products and hydraulic fluids that are not in vehicles shall be stored in tightly sealed containers that are clearly labeled. All gasoline and fuel storage vessels with a greater-than-25-gallon capacity must have secondary containment constructed of an impervious material and be capable of holding 110 percent of the vessel capacity. Equipment and vehicle washing shall not be conducted on site. The use of soaps, detergents, and solvents shall not be prohibited on site. In the event that any equipment or vehicle must be washed or cleaned prior to leaving the site, it must be done so at least 100 feet from a wetland, waterbody, or ecologically sensitive area, at an upland location away from conveyance channels. 8.2.4 Material Washout Areas Designated washout areas for concrete, stucco, paint, form release oils, curing compounds, and other construction materials shall be provided as needed to allow trucks to wash out or discharge surplus materials and wash water on site. The washout areas shall be a diked impervious area, located a minimum of 100 feet from a drainage way, waterbody, or wetland area. The washout areas should be designed to prevent contact between the wash water and stormwater. The designated washout areas shall have the proper signage to indicate the location of the facility. The Contractor is responsible for the maintenance of the washout areas. Waste collected at the washout areas shall be disposed as non-hazardous construction waste material. Stormwater Management Control Plan Town of Southold Landfill Solar Project 17 The washout areas should not be filled beyond 95-percent capacity and shall be cleaned once 75-percent capacity has been met, unless a new facility has been constructed. Any concrete washout areas should have sufficient volume to contain the concrete waste resulting from washout and a minimum freeboard of 12 inches. Refer to the SSESC and SMDM for guidance on the construction and use of concrete washout areas. 8.3 Waste Management The Contractor shall comply with all required regulations governing the on-site management and off-site disposal of solid and hazardous waste generated during construction of the Project. Substances and materials with the potential to pollute surface and groundwaters must be handled, controlled, and contained as appropriate to ensure they do not discharge from the Project Site. A solid waste management program will be implemented to support proper solid waste disposal and recycling practices. Solid waste and debris that cannot be recycled, reused, or salvaged shall be stored in on-site containers for off-site disposal. The containers shall be emptied periodically by a licensed waste transport service and hauled away from the site for proper disposal. No loose materials shall be allowed at the Project Site and all waste material shall be disposed promptly and properly. The burning of crates, waste, and other refuse is not permitted. If a hazardous material spill occurs, it must be contained and disposed immediately. Contaminated soil shall be removed from the Project Site and disposed in accordance with product-specific SDS and associated guidelines. Reporting spills to the NYSDEC may be required per 17 New York Code, Rules and Regulations 32.3 and 32.4, and the Environmental Conservation Law 17-1734. 9.0 Post-Construction Operation and Maintenance Post-construction operation and maintenance (O&M) activities shall be performed in accordance with the O&M Manual provided in Appendix I of this SMCP and the requirements outlined in the Section 3.5 of the SMDM. Post-construction operation and maintenance shall occur once SMPs have been installed and are in operation, and the disturbed areas have achieved final stabilization. A Appendix A – Agency Guidance - NYSDEC Policy DMM-4 - - Town of Southold General Legislation, Chapter 236 - A Appendix A – NYSDEC Policy DMM-4 DMM-4 / Photovoltaic Solar Projects at Closed Solid Waste Landfills New York State Department of Environmental Conservation DEC Program Policy Issuing Authority: Dereth Glance Title: Deputy Commissioner, Office of Remediation & Materials Management Date Issued: 01/04/2023 Last Date Revised: I. Summary: The New York State Department of Environmental Conservation (Department) Division of Materials Management is supportive of solar projects located at closed solid waste landfills, which align with the Climate Leadership and Community Protection Act mandate of 6 gigawatts of photovoltaic solar generation by 2025. While not every closed landfill in the state is suitable for placement of a photovoltaic (PV) solar array system, landfills with preferable site characteristics have the opportunity to generate clean, renewable energy and to create revenue from land that has limited opportunities for reuse. The feasibility of siting a PV solar array system on a landfill depends on numerous site-specific characteristics which may include: final cover configurations; pre-existing engineered cover systems; condition of vegetative covers; landfill grades and topography, stability and anticipated settlement; waste composition; storm water management systems; erosion control systems; and leachate and gas collection and treatment systems. This policy describes the procedure and considerations to be used by Department staff when reviewing PVsolar projects located at closed solid waste landfills and identifies the required information that must be provided for review and approval of these projects. II. Policy: The Department supports the use of renewable energy and the development of alternative end uses at closed solid waste landfills. End uses such as wildlife habitats, parks, or golf courses at closed solid waste landfills can provide benefits to surrounding communities and the environment. Use of the closed solid waste landfills for PV solar projects is a practical end use that also yields renewable energy. This policy has been established to ensure consistency in the review and approval of the construction, installation, and operation of a PV solar array on a closed solid waste landfill or 1 on any adjacent property used for monitoring or environmental control systems. This policy will also ensure that the integrity of the existing cover system at the landfill will continue to be maintained during construction pursuant to the end use provisions of 6 NYCRR 363-9.7. III. Purpose and Background: Pursuant to the end use provisions of 6 NYCRR 363-9.7, the Department has review and approval authority both during and after the post-closure period over planned end uses at closed solid waste landfills that may disturb the integrity of the final cover, liners or any other components of the containment system or the function of the monitoring or environmental control systems. This approval authority includes the installation of PV solar array system on a closed landfill, or on adjacent property used for monitoring or environmental control systems. In reviewing these projects, the Department must be assured that the integrity of the existing cover system at the landfill will continue to be maintained. As described below, the project documents must demonstrate that the PV solar array will not interfere with the function of the existing landfill cover system or with access for site maintenance and will not result in increased potential for erosion or unauthorized release of landfill gas. IV. Responsibility: The responsibility for implementing, interpreting, and updating this policy lies with the Bureau of Solid Waste Management in the Division of Materials Management (DMM). DMM program staff are responsible for implementing this policy with input from other involved Department Divisions (e.g., Office of General Counsel). V. Procedure: Prior to commencement of installation of any project components, the owner of a closed solid waste landfill, referred to hereinafter as the landfill owner, seeking to install a PV solar array system on the closed solid waste landfill must submit a written request for Department approval to the Regional Materials Management Engineer located in the Department Region in which the landfill is located. It is suggested that a pre-submittal conference be held as early as possible in project development to discuss the project and to become familiar with the major items that need to be addressed. All engineering plans, reports, manual modifications, drawings, and specifications must comply with the requirements of section 7209 of the New York Education Law and all appropriate provisions of the 6 NYCRR Part 360 Series. Engineering plans, reports, drawings, specifications, programs and manuals submitted to the Department must be certified by an individual licensed to practice engineering in the State of New York. The written request for Department approval must contain, at a minimum, the following 2 elements: 1. Modification of any existing Post-Closure Monitoring and Maintenance Manual for the landfill to address any changes to the maintenance or monitoring of the final cover system or landfill site resulting from construction of the PV solar array system. Landfills that do not have a Post-Closure Monitoring and Maintenance Manual must submit a report that includes sufficient information to demonstrate that cover integrity, vegetation, drainage and drainage structures, gas venting structures, and any other related system will be maintained after construction and during operation of the PV solar array. a. The modified manual or report must detail how maintenance of the final cover system, including vegetation around all PV solar array structures, will be addressed, including measures for replacement of vegetative cover should the PV solar array cause erosion or damage due to shading or concentrated water flow from PV solar array panels. b. The modified manual or report must also include a plan for maintenance of the PV solar array and any increased site evaluation that may be associated with the secondary use. 2. Construction level drawings and plans including cross-section details of the PV solar array that provide sufficient detail to allow for evaluation of the solar module design. Drawings and plans must include, at a minimum, support frames, electrical equipment and components, rubber and concrete sleepers, ballast anchoring system, and electrical conduit as they relate to the landfill final cover system. The drawings should also provide locations of all temporary and/or permanent access roads. 3. An engineering report addressing, at a minimum: a. PV solar array design. The report must include a detailed description of the array system, including the number of panels and rows, design of the rack and ballast system, and wiring conduit systems. i. Grounding electrodes must be located outside of the landfill footprint. ii. Design of the array system must allow for maintenance of the final cover system. This maintenance includes vegetation maintenance and mowing, gas system repair, and site monitoring and inspections. b. Settlement, slope failure, and slippage. The report must include a stability analysis demonstrating that the placement of the PV solar array will be geotechnically stable. The report must include calculation of the maximum anticipated load from the PV solar array system. i. The stability analysis must include any additional load of items utilized during construction such as heavy equipment. ii. The settlement analysis must include concrete pads and racking systems that are placed on the landfill cover system. 3 iii. The report must address potential differential settlement that is a particular risk to array piers, footings, and electrical conduits and that can alter the position of solar panels in relation to the sun. c. Stormwater control and erosion. The design must evaluate precipitation from a 25-year 24-hour storm event at the landfill location. Stormwater runoff calculations should be included for drainage ditches, swales and retention ponds. The report must also include a discussion of any changes in stormwater management practices as a result of solar panel construction. d. Landfill gas management. The report must address potential gas migration pathways and the impacts, if any, of the array on the landfill’s gas management system. i. Buildings, electrical equipment, and subsurface utility conduits can become landfill gas receptors and accordingly all buildings must be designed to prevent the accumulation of gas within the structure. ii. Utility lines in close proximity to the landfill should be located above ground when feasible. Buried utility lines should be designed to minimize the potential for landfill gas to enter the conduit and create a safety (e.g., explosion, fire) or health hazard. An updated gas survey must also be provided. iii. For conduits placed aboveground, placement of conduits on stone should be considered to reduce maintenance issues related to mowing and trimming vegetative growth. It is the Department’s experience that placement of invertors at the end of rows and running all wires on racks minimizes the number of conduits on or underground and may also minimize maintenance efforts. e. Wind and snow. The report must include wind uplift calculations to confirm the solar panel ballast design will prevent components from blowing over and damaging the final cover system. Wind and snow accumulation increase the loads placed on array components and can increase the stress applied to the support structures. Designs at solid waste landfills that are located in areas prone to significant wind or snowfall may need to consider the use of solar panels and mounting systems that are certified for higher mechanical loading. f. Construction techniques. i. The report must include a discussion of construction techniques that will be utilized to protect the final cover system. ii. Equipment used during construction must not exert loads that exceed 10 psi. If loads greater than 10 psi cannot be avoided during construction, the report must include a demonstration that the cover system can withstand the increased loading without damage. 4 iii. The report should also address the use of temporary roads, utilization of boot systems for punctures that cannot be avoided, flagging of gas vents and monitoring wells, utility burial precautions, etc. g. Contingency plan. The contingency plan in the Post-closure Monitoring and Maintenance Operations Manual must be modified as necessary to include responses to potential problems such as erosion or construction-related damage to the final cover system, and detection of unsafe concentrations of explosive gas. If a contingency plan does not currently exist, one addressing these and other potential issues must be prepared. 4. A copy of the agreement between the landfill owner and the owner or operator of the PV solar array system that ensures that the integrity of the cover system is maintained throughout the operation of the solar panel system and that the PV solar array system will not interfere with post-closure or custodial care monitoring and maintenance of the landfill, if applicable. Department Review of PV Solar Project Submissions: 1. The Department will review the project submissions to be reasonably assured that construction, operation, and maintenance of the project will not compromise the final cover system of the landfill, will not interfere with access for site maintenance, will not result in increased potential for erosion, or will not result in the unauthorized release of landfill gas. 2. The Department has jurisdiction over the landfill owner related to 6 NYCRR 363 requirements. If the integrity of the final cover system is compromised for any reason, including actions of the owner or operator of the PV solar array system, the landfill owner is responsible for any necessary actions including timely and adequate repair. 3. The Department will notify the landfill owner of approval in writing, and may include conditions on the approval such as notification requirements or a Professional Engineer certification that the construction and installation was in accordance with the approved plans and documents. 4. Department approval will not relieve the landfill owner and the owner or operator of the PV solar array system from their obligation to comply with any other applicable federal, state and local laws and regulations. 5. Landfill owner and the owner or operator of the PV solar array system must recognize that disruption of electric generation may be required if repair of the cap system is necessary. 5 6. The Department retains the right to inspect the facility pursuant to 6 NYCRR 360.7. VI. Related References: • 6 NYCRR Part 360 Series, November 4, 2017 • Section 7209 of the New York Education Law 6 A Appendix A – Town of Southold General Legislation, Chapter 236 B Appendix B – Site Location Map PROJECT: TITLE: Fig 1 - Site Loc. Map (SL)_SWM ControlPlan.dwgFILE: PROJ. NO.: DATE: DRAWN BY: APPROVED BY: CHECKED BY: 8.5 x 1 1 - - - A T T A C H E D X R E F ' S : - - - A T T A C H E D I M A G E S : S o u t h o l d - 2 0 1 9 E D R H i s t T O P O ; DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S o u t h o l d P h a s e I E S A \ F i g u r e s \ T R C W D \ F i g 1 - S i t e L o c . M a p ( S L ) _ S W M C o n t r o l P l a n . d w g - - - P L O T D A T E : J u l y 1 8 , 2 0 2 4 - 1 2 : 1 6 P M - - - L A Y O U T : 8 . 5 x 1 1 P SOUTHOLD LANDFILL SOLAR PROJECTSTORMWATER MANAGEMENT CONTROL PLAN6155 COX LANE, CUTCHOGUE, NY 11935TAX ID: 1000-096-00-01-00-017-005 SITE LOCATION MAP H. DELGADO A. REXROAT S. MEERSMA FEBRUARY 2023 480459.0000.0000 FIGURE 1 SITE 1407 Broadway, Suite 3301New York, NY 10018Phone: 212.221.7822www.TRCcompanies.com C Appendix C – Site Plans GENERAL NOTES FOR CONTRACTORPROJECT DES C R I P T I O N 1.THE CONTRACTOR WILL COMPLETE ALL WORK TO THE SATISFACTION OF SUMMIT RIDGE ENERGY(SRE) IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THESE PLANS DO NOT COMPLETELYPROVIDE SPECIFIC INSTRUCTIONS/MEANS AND METHODS REQUIRED TO SEQUENTIALLY BUILD THESOLAR PROJECT. THE CONTRACTOR SHALL CONSTRUCT ALL SITE FEATURES SHOWN ON THESEPLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS APPLICABLE ATTHE TIME OF CONSTRUCTION.2.THE CONTRACTOR SHALL ACCEPT THE SITE AS IT EXISTS AT THE TIME OF THE EPCA SIGNATURE.THE CONTRACTOR WILL DETERMINE THE QUANTITY OF WORK NECESSARY TO COMPLETE THEPROJECT. SRE MAKES NO GUARANTEE WITH REGARDS TO THE ACCURACY OF OF THE SURVEYINFORMATION OBTAINED DURING THE DUE DILIGENCE STAGE. THE CONTRACTOR WILLTHOROUGHLY INSPECT THE SITE PRIOR TO BID IN ORDER TO FIELD VERIFY EXISTING SITECONDITIONS; CORRELATE CONDITIONS WITH THE DRAWINGS; AND, RESOLVE ANY POSSIBLECONSTRUCTION CONFLICTS WITH SRE PRIOR TO MOBILIZATION. THE CONTRACTOR SHALLPERFORM ADDITIONAL TOPOGRAPHIC SURVEYS HE/SHE DEEMS NECESSARY.3.THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR INFORMATION (RFI) TO SRE PRIORTO CONSTRUCTION OF ANY MODIFIED PROJECT ELEMENT. THE RFI SHALL BE IN AN ACCEPTABLEFORMAT TO PROJECT MANAGER AND WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE WORK ITEMS CONSTRUCTED DIFFERENTLYTHAN INTENDED OR AS DEPICTED ON THE PLANS.4.THERE MAT BE ADDITIONAL NOTES, SPECIFICATIONS, AND REQUIREMENTS CONTAINEDTHROUGHOUT THE PLAN SET AS WELL AS REFERENCES TO SPECIFICATIONS FROM APPLICABLEGOVERNING AUTHORITIES AND INDUSTRY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITYTO OBTAIN, REVIEW AND ADHERE TO ALL THESE DOCUMENTS.5.CONTRACTOR IS CAUTIONED THAT ALL CONSTRUCTION STAKEOUT FOR THIS PROJECT MUST BECOMPLETED FROM THE SITE SPECIFIC SURVEY CONTROL (HORIZONTAL AND VERTICAL) UPONWHICH THE DESIGN IS BASED. THE CONTRACTOR SHOULD NOT RELY ON OR RE-ESTABLISH SURVEYCONTROL BY GPS OR OTHER METHODS FOR USE IN CONSTRUCTION STAKEOUT OR ANY OTHERPURPOSE FOR THIS PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING HORIZONTAL ORVERTICAL DATA SHOWN ON THESE DRAWINGS AND THAT ENCOUNTERED IN THE FIELD MUST BEREPORTED TO THE DESIGN TEAM PRIOR TO CONSTRUCTION FOR RESOLUTION.6.UNDERGROUND UTILITIES AND INFRASTRUCTURE ARE LOCATED IN OR NEAR THE SITE AND MAY BEPRESENT IN AREAS OF PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYINGAND LOCATING UNDERGROUND UTILITIES AND INFRASTRUCTURE PRIOR TO WORK. IF CONFLICTSWITH PROPOSED WORK ARE OBSERVED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY FORREVIEW. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING ADJACENT TO EXISTINGUNDERGROUND UTILITIES AND INFRASTRUCTURE. DAMAGED UTILITIES AND INFRASTRUCTURESHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.ABBREVIATION S THE PROJECT INVOLVES THE CONSTR U C T I O N O F A N A P P R O X I M A T E L Y 4 . 6 0 M E G A W A T T D I R E C T C U R R E N T ( D C ) , 3.06 MEGAWATT ALTERNATING CURR E N T ( A C ) F I X E D T I L T S O L A R S Y S T E M O N T H E P R E V I O U S S O U T H H O L D L A N D FILL IN SUFFOLK COUNTY, N.Y. LOCA T E D O F F O F C O X . L N . S L O P E S O N S I T E V A R Y F R O M ~ 5 - 2 0 % . T H E S O L A R RACKING WILL REST ON CONCRET B A L L A S T B L O C K S A N D L I M I T E D D I S T U R B A N C E T O T H E L A N D F I L L C A P I S ANTICIPATED.THE TOWN OF SOUTHOLD INITIATED O P E R A T I O N S A T T H E L A N D F I L L I N 1 9 2 0 F O R T H E D I S P O S A L O F M U N I C I P A L SOLID WASTE, REFUSE, DEBRIS AND S C A V E N G E R W A S T E . I T W A S O P E R A T E D C O N T I N O U S L Y U N T I L 1 9 9 3 W H E N I T WAS CLOSED AND CAPPED. THE CA P C O N S I S T S O F A 6 " T O P S O I L L A Y E R , A B A R R I E R P R O T E C T I O N L A Y E R CONSISTING OF 12" OF CLEAN FILL, A G E O C O M P O S I T E D R A I N A G E L A Y E R , A G E O M E M B R A N E C A P , A N D A G A S VENTING LAYER CONSISTING OF SAND . T H E C A P I S C O N S T R U C T E D O N A P P R O X I M A T E L Y 2 . 5 F E E T O F C O M P A C T E D SILTY SAND WITH UP TO 10 FEET OF C O M P A C T E D F I L L . D U R I N G C L O S U R E , A M I N I M U M O F 1 8 I N C H E S O F S O I L COVER WAS PLACED OVER THE GEOME M B R A N E , T H E M I N I M U M F I N A L C O V E R T H I C K N E S S I S T O B E M A I N T A I N E D . VI C I N I T Y M A P SC A L E : 1 " = 4 , 0 0 0 F T APPLICABLE CODES AND STANDARDSDRAWING INDEXPROJECT DIREC T O R Y PROJECT OWNER/APPLICANT:SUMMIT RIDGE ENERGYLANDOWNER:TOWN OF SOUTHOLDAUTHORITY HAVING JURISDICTION:TOWN OF SOUTHOLDELECTRICAL UTILITY:LIPA EP C : CI V I L E N G I N E E R : TR C E N G I N E E R S , I N C . SU R V E Y O R : LA N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , SU R V E Y I N G , A N D L A N D S C A P E A R C H I T E C T U R E , D . P . C . PR O P E R T Y S U M M A R Y PA R E L N O : 1 0 0 0 - 9 6 . - 1 - 1 7 . 5 AD D R E S S : 6 1 5 5 C O X L N , C U T C H O G U E , N Y 1 1 9 3 5 LO C A T I O N : 4 1 . 0 3 1 0 0 4 , - 7 2 . 4 9 9 1 9 8 OW N E R TO W N O F S O U T H O L D CO U N T Y : S U F F O L K LO T S I Z E : 6 0 . 0 2 A C ZO N I N G : L I ( L I G H T I N D U S T R I A L ) EX I S T I N G U S E : C A P P E D L A N D F I L L A N D M U N I C I P A L W A S T E T R A N S F E R S T A T I O N PR O P O S E D U S E : S O L A R E N E R G Y G E N E R A T I O N LI M I T S O F D I S T U R B A N C E : ~ 3 9 . 8 7 A C AP P R O X I M A T E S I T E A V E R A G E E L E V A T I O N : 7 0 ' 10 0 ' 20 ' 40 ' 70 ' 8' S E T B A C K S FR O N T : SI D E : SI D E ( B O T H ) : RE A R : N/ A N/ A N/ A N/ AN/ A MI N I M U M Y A R D S E T B A C K RE Q U I R E D EX I S T I N G PR O P O S E D MA X I M U M P V P A N E L H E I G H T *R E Q U I R E D S E T B A C K S P E R S E C T I O N 2 8 0 - 6 2 O F T H E S O U T H O L D C O D E 14 6 ' 13 6 ' 27 1 ' 78 ' 8' AHJ AUTHORITY HAVING JURIS D I C T I O N APPROXAPPROXIMATELYBLDGBUILDINGCBWCOLLECTOR BANDWIDTHCLCENTERLINECMPCORRUGATED METAL PIPEDEMODEMOLISHDIADIAMETEREL/ELEVELEVATIONEX EXISTINGFTFIXED TILTGALVGALVANIZEDGCR GROUND COVERAGE RATI O HDPEHIGH DENSITY POLYETHYL E N E IDINSIDE DIAMETERININCHESIFCINTERNATIONAL FIRE COD E ILRINVERTER LOADING RATIO IN V I N V E R T IR S I N T E R R O W S P A C I N G LA T L A T I T U D E LO N G L O N G I T U D E MO D M O D U L E S NE C N A T I O N A L E L E C T R I C A L C O D E NT S N O T T O S C A L E OA E O R A P P R O V E D E Q U A L OC O N C E N T E R OD O U T S I D E D I A M E T E R PA G P O S T A B O V E G R A D E PO I P O I N T O F I N T E R C O N N E C T I O N PV P H O T O V O L T A T I C PV C P O L Y V I N Y L C H L O R I D E SA T S I N G L E A X I S T R A C K E R SC H S C H E D U L E TT H T O R Q U E T U B E H E I G H T TY P T Y P I C A L C-01COVER SHEETC-02 KEY MAPC-03 EXISTING CONDITIONSC-04 EXISTING CONDITIONSC-05 EXISTING CONDITIONSC-06 SITE PLANC-07 SITE PLANC-08 SITE PLANC-09 DETAILSC-10 DETAILSC-11 DETAILSC-12 DETAILSC-13 DETAILSC-14DETAILS AZIMUTH 18 0 ° 20 ° HANW H A Q . P E A K D U O XL - G 1 1 . 3 / B F G 58 0 24 66 2 7, 9 4 4 66 2 ( 2 X 6 ) 39 . 8 0 24 . 8 0 0. 3 8 MODULEMODULE POWER (W)TILT ANGLE STRING LENGTHSTRING QUANTITYMODULE QUANTITYRACKING QUANTITYPITCH (FT)INTER-ROW SPACING (FT)GROUND COVERAGE RATIO SIE M E N S K A C O BLUEPL A N E T 1 2 5 - T L 3 - I N T INVERTER25, D E R A T E D 9 8 % INVERTER QUANTITY 4, 6 0 7 . 5 2 3, 0 6 7 1. 5 0 DC SYSTEM SIZE (kW)AC SYSTEM SIZE (kW)DC/AC RATIOALL THAT CERTAIN PLOT, PIECE OR P A R C E L O F L A N D , S I T U A T E , L Y I N G A N D B E I N G I N =CUTCHOGUE, TOWN OF SOUTHHO L D , C O U N T Y O F S U F F O L K , S T A T E O F N E W Y O R K , B O U N D A N D D E S I G N A T E D A S F O L L O W S : BEGINING AT A POINT BEING THE IN T E R S E C T I O N O F T H E N O R T H E R L Y R . O . W . L I N E O F M A I N R D ( C R - 4 8 ) W I T H T H E W E S T E R N L Y R . O . W . L I N E O F C O X L A THEN THENCE NORTH WESTERNLY 3 6 9 ± F E E T T O T H E P O I N T O R P L A C E O F B E G I N I N G , T H E N C E T H E F O L L O W I N G T W E N T Y - S E V E N ( 2 7 ) C O U R S E S A N D DISTANCESTHENCE SOUTH 27 DEGREES 31 MIN U T E S 4 6 S E C O N D S W E S T F O R A D I S T A N C E O F 7 0 4 . 0 3 F E E T ; T H E N C E S O U T H 5 8 D E G R E E S 5 6 M I N U T E S 2 4 S E C O N D S WEST FOR A DISTANCE OF 180.71 FE E T ' ; T H E N C E S O U T H 2 1 D E G R E E S 3 5 M I N U T E S 2 6 S E C O N D S W E S T F O R A D I S T A N C E O F 4 3 7 . 4 2 F E E T ; T H E N C E S O U T H 62 DEGREES 23 MINUTES 24 SECON D S E A S T F O R A D I S T A N C E O F 2 4 3 . 6 0 F E E T ; T H E N C E S O U T H 2 3 D E G R E E S 5 9 M I N U T E S 4 6 S E C O N D S W E S T F O R A DISTANCE OF 316.73 FEET; THENCE N O R T H 3 9 D E G R E E S 2 8 M I N U T E S 1 4 S E C O N D S W E S T F O R A D I S T A N C E O F 7 5 . 5 8 F E E T ; T H E N C E N O R T H 5 8 D E G R E E S 0 1 MINUTES 34 SECONDS WEST FOR A D I S T A N C E O F 4 0 9 . 2 9 F E E T ; T H E N C E S O U T H 1 9 D E G R E E S 2 7 M I N U T E S 3 0 S E C O N D S W E S T F O R A D I S T A N C E O F 3 0 1 . 2 9 FEET; THENCE SOUTH 56 DEGREES 5 8 M I N U T E S 2 4 S E C O N D S E A S T F O R A D I S T A N C E O F 1 0 3 . 1 2 F E E T ; T H E N C E S O U T H 2 5 D E G R E E S 0 6 M I N U T E S 1 6 SECONDS WEST FOR A DISTANCE O F 3 1 2 . 1 8 F E E T ; T H E N C E N O R T H 5 5 D E G R E E S 2 2 M I N U T E S 3 4 S E C O N D S W E S T F O R A D I S T A N C E O F 2 2 . 6 6 F E E T ; T H E N C E NORTH 56 DEGREES 31 MINUTES 24 S E C O N D S W E S T F O R A D I S T A N C E O F 4 8 0 . 8 0 F E E T ; T H E N C E N O R T H 5 5 D E G R E E S 1 6 M I N U T E S 2 4 S E C O N D S W E S T F O R A DISTANCE OF 965.23 FEET; THENC E N O R T H 3 1 D E G R E E S 4 1 M I N U T E S 2 6 S E C O N D S E A S T F O R A D I S T A N C E O F 5 5 8 . 7 7 F E E T ; T H E N C E N O R T H 5 7 D E G R E E S 55 MINUTES 34 SECONDS WEST FOR A D I S T A N C E O F 5 1 8 . 7 1 F E E T ; T H E N C E N O R T H 5 8 D E G R E E S 2 4 M I N U T E S 5 6 S E C O N D S E A S T F O R A D I S T A N C E O F 387.99 FEET; THENCE NORTH 59 DEG R E E S 1 5 M I N U T E S 0 9 S E C O N D S W E S T F O R A D I S T A N C E O F 4 6 9 . 5 4 F E E T ; T H E N C E N O R T H 3 0 D E G R E E S 4 4 M I N U T E S 5 1 SECONDS EAST FOR A DISTANCE O F 6 9 4 . 1 0 F E E T ; T H E N C E S O U T H 6 2 D E G R E E S 0 9 M I N U T E S 4 4 S E C O N D S E A S T F O R A D I S T A N C E O F 5 0 7 . 8 9 F E E T ; T H E N C E SOUTH 43 DEGREES 09 MINUTES 16 S E C O N D S W E S T F O R A D I S T A N C E O F 3 0 3 . 7 0 F E E T ; T H E N C E S O U T H 5 8 D E G R E E S 4 2 M I N U T E S 4 4 S E C O N D S E A S T F O R A DISTANCE OF 203.19 FEET; THENC E S O U T H 5 9 D E G R E E S 3 3 M I N U T E S 3 4 S E C O N D S E A S T F O R A D I S T A N C E O F 8 2 6 . 2 3 F E E T ; T H E N C E S O U T H 8 7 D E G R E E S 56 MINUTES 46 SECONDS WEST FOR A D I S T A N C E O F 3 6 . 9 F E E T ; T H E N C E S O U T H 2 1 D E G R E E S 1 0 M I N U T E S 1 6 S E C O N D S W E S T F O R A D I S T A N C E O F 1 0 1 . 2 8 FEET; THENCE SOUTH 87 DEGREES 5 6 M I N U T E S 4 6 S E C O N D S W E S T F O R A D I S T A N C E O F 4 4 1 . 2 8 F E E T ; T H E N C E N O R T H 2 7 D E G R E E S 3 1 M I N U T E S 4 6 SECONDS EAST FOR A DISTANCE O F 7 0 0 . 9 7 F E E T ; T H E N C E S O U T H 6 2 D E G R E E S 2 8 M I N U T E S 1 4 S E C O N D S E A S T F O R A D I S T A N C E O F 6 1 . 5 2 F E E T ; T O T H E POINT OF PLACE OF BEGINNING.PARCEL AREA L E G A L D E S C R I P T I O N TO W N O F S O U T H O L D 61 5 5 C O X L A N E CU T C H O G U E , N Y 1 1 9 3 5 SO L A R P R O J E C T SO U T H O L D L A N D F I L L LA T / L O N G : 4 1 . 0 3 1 0 0 4 , - 7 2 . 4 9 9 1 9 8 ~2 LEADING EDGE (FT)INCLUDING BUT NOT LIMITED TO:-TOWN OF SOUTHOLD CODE (IN PARTICULAR SECTION 280 & SWM PROGRAMREQUIREMENTS)-NYSDEC REQUIREMENTS-NYSDEC MEMORANDUM, DATED APRIL 6, 2018 REGARDING STORMWATER/SWPPP GUIDANCE-NYSDEC EROSION AND SEDIMENT CONTROL HANDBOOK (BLUEBOOK)PV ARRAY SU M M A R Y AD D I T I O N A L N O T E S 1. T H E P R O J E C T H O R I Z O N T A L C O O R D I N A T E S S Y S T E M I S B A S E D O N N A D 8 3 N E W Y O R K S T A T E P L A N E ( U S S U R V E Y F E E T , E A S T Z O N E , N Y 8 3 - E ) . E L E V A T I O N S A R E B A S E D O N N A V D 8 8 ( U S S U R V E Y F E E T ) . 2. T O P O G R A P H Y S H O W N O N T H E S E P L A N S W A S C O M P L E T E D B Y L A N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , S U R V E Y I N G A N D L A N D A R C H I T E C T U R E D . P . C . U S I N G A B A S E & R O V E R R T K G P S S Y S T E M T O D E V E L O P C O N T O U R S A T A 1 F O O T IN T E R V A L . 3. P R O J E C T P R O P E R T Y B O U N D A R I E S A R E 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 B Y L A N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , S U R V E Y I N G A N D L A N D A R C H I T E C T U R E D . P . C . L A N D S U R V E Y I N G F R O M A S U R V E Y C O M P L E T E D I N J A N U A R Y 2 0 2 3 . 4. E X I S T I N G U T I L I T I E S A R E A P P R O X I M A T E A N D S H O U L D B E V E R I F I E D B Y C O N T R A C T O R . D I G S A F E L Y N E W Y O R K ( 8 1 1 ) S H A L L B E N O T I F I E D A M I N I M U M O F 7 2 - H O U R S P R I O R T O C O M M E N C I N G A N Y E X C A V A T I O N . 5. N O P A R T O F T H E S U B J E C T P R O P E R T Y L I E S I N A S P E C I A L F L O O D H A Z A R D A R E A O R F L O O D H A Z A R D O R F L O O D P L A I N , H O W E V E R D E S I G N A T E D , A S D E T E R M I N E D B Y O R I N A C C O R D A N C E W I T H C R I T E R I A E S T A B L I S H E D B Y T H E F E D E R A L IN S U R A N C E A D M I N I S T R A T I O N O R A S D E F I N E D B Y O R I N A C C O R D A N C E W I T H C R I T E R I A E S T A B L I S H E D B Y A N Y G O V E R N M E N T A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . ( F L O O D Z O N E X ) 6. T H I S I S A P R E L I M I N A R Y D E S I G N P L A N P R O V I D E D F O R P E R M I T T I N G O N L Y . F I N A L D E S I G N S H A L L B E M O D I F I E D T O S U P P O R T C O N S T R U C T I O N , M A T C H F I N A L E L E C T R I C A L I N T E R C O N N E C T I O N S T U D I E S , E Q U I P M E N T P U R C H A S E D , A N D PO S S I B L E P E R M I T C O N S T R A I N T S R E V E A L E D D U R I N G P R O J E C T ' S R E V I E W . 7. A L L W O R K D E T A I L E D O N T H E S E P L A N S S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E P R O J E C T S P E C I F I C A T I O N S , A N D A N Y O T H E R A P P L I C A B L E T E C H N I C A L R E P O R T S . W H E R E I N D I C A T E D , S T A T E A N D / O R L O C A L C O D E S A N D ST A N D A R D S P E C I F I C A T I O N S S H A L L A P P L Y . 8. T H E C O N T R A C T O R S H A L L A B I D E B Y A L L L O C A L , S T A T E , A N D F E D E R A L L A W S , R U L E S A N D R E G U L A T I O N S W H I C H A P P L Y T O T H E C O N S T R U C T I O N O F T H E S E I M P R O V E M E N T S , I N C L U D I N G S T A T E A N D F E D E R A L R E Q U I R E M E N T S . 9. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R O T E C T I N G A L L E X I S T I N G U T I L I T Y L I N E S W I T H I N O R A D J A C E N T T O T H E C O N S T R U C T I O N A R E A . A N Y D A M A G E T O E X I S T I N G F A C I L I T I E S C A U S E D B Y C O N S T R U C T I O N A C T I V I T Y S H A L L B E R E P A I R E D OR R E P L A C E D A T T H E C O N T R A C T O R ' S E X P E N S E . 10 . C O N S T R U C T I O N S H A L L N O T O C C U R I N A N Y P U B L I C R I G H T S O F W A Y , P U B L I C O R P R I V A T E E A S E M E N T S , B E Y O N D T H E L I M I T S O F D I S T U R B A N C E , O R O U T S I D E T H E P R O P E R T Y L I M I T S W I T H O U T N E C E S S A R Y P E R M I T S A N D A P P R O V A L S . A N Y PU B L I C O R P R I V A T E P R O P E R T Y O R I M P R O V E M E N T S D A M A G E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P A I R E D T O T H E S A T I S F A C T I O N O F T H E O W N E R A T T H E C O S T O F T H E C O N T R A C T O R . 11 . O V E R N I G H T P A R K I N G O F C O N S T R U C T I O N E Q U I P M E N T S H A L L N O T O B S T R U C T D R I V E W A Y S O R D E S I G N A T E D T R A F F I C L A N E S . T H E C O N T R A C T O R S H A L L N O T S T O R E A N Y E Q U I P M E N T O R M A T E R I A L W I T H I N T H E P U B L I C R I G H T O F W A Y . OV E R N I G H T P A R K I N G O F C O N S T R U C T I O N V E H I C L E S O N P R I V A T E P R O P E R T Y I S T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . 12 . A L L P R O P E R T Y C O R N E R S O R M O N U M E N T S D E S T R O Y E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P L A C E D A T T H E C O N T R A C T O R ' S E X P E N S E . A L L P R O P E R T Y C O R N E R S M U S T B E R E S E T B Y A P R O F E S S I O N A L L A N D S U R V E Y O R L I C E N S E D I N TH E S T A T E O F N E W Y O R K . 13 . C O N T R A C T O R I S R E S P O N S I B L E F O R M A I N T A I N I N G D R A I N A G E T H R O U G H O U T T H E C O N S T R U C T I O N O F T H E P R O J E C T . 14 . C O N T R A C T O R S H A L L F I E L D F I T A L L P R O P O S E D C U L V E R T I N V E R T S T O P R O V I D E P O S I T I V E D R A I N A G E I N T H E D I R E C T I O N O F E X I S T I N G S L O P E S . A L L C U L V E R T S T O B E I N S T A L L E D A T A D E Q U A T E D E P T H S A N D T O D A Y L I G H T . I N L E T S A N D OU T L E T S O F A L L C U L V E R T S T O B E S T A B I L I Z E D W I T H R I P R A P I N A C C O R D A N C E W I T H E R O S I O N C O N T R O L P L A N . 15 . T H E C O N T R A C T O R S H A L L S E C U R E P E R M I T S F R O M T H E S T A T E , C O U N T Y , A N D T O W N A U T H O R I T I E S A S N E C E S S A R Y B E F O R E D R I V I N G C O N S T R U C T I O N E Q U I P M E N T O V E R A N D A C R O S S S T A T E , C O U N T Y O R T O W N M A I N T A I N E D R O A D S . 16 . A L L W O R K I N T H E P U B L I C R I G H T O F W A Y S S H A L L C O N F O R M W I T H T H E N E W Y O R K D E P A R T M E N T O F T R A N S P O R T A T I O N " S T A N D A R D S P E C I F I C A T I O N S , C O N S T R U C T I O N A N D M A T E R I A L S " , D A T E D J A N U A R Y 1 , 2 0 1 9 O R C U R R E N T E D I T I O N . 17 . W E T L A N D S A N D W A T E R C O U R S E S S H O W N I N T H I S P L A N A R E S U B J E C T T O F U T U R E C O N F I R M A T I O N B Y N Y S D E C . 18 . T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L M E A S U R E S F O R T H I S P R O J E C T S H A L L B E I N C O M P L I A N C E W I T H T H E S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N ( S W P P P ) P R E P A R E D F O R T H E P R O J E C T . 19 . T R E E S A N D O T H E R V E G E T A T I O N I N A R E A S O F I D E N T I F I E D C L E A R I N G A N D G R U B B I N G M A Y B E R E D U C E D T O C H I P S B Y T H E U S E O F C H I P P I N G M A C H I N E S O R S T U M P G R I N D E R A N D B E P R E P A R E D F O R U S E A S E R O S I O N C O N T R O L M I X . A L L OT H E R C H I P S A N D W O O D W A S T E R E S U L T I N G F R O M C L E A R I N G A N D G R U B B I N G O P E R A T I O N S S H A L L B E D I S P O S E D O F O F F - S I T E A T A N A P P R O P R I A T E L Y L I C E N S E D F A C I L I T Y A N D I N A M A N N E R A S A P P R O V E D B Y T H E O W N E R . 20 . C O N T R A C T O R S H A L L T A K E N E C E S S A R Y P R E C A U T I O N S T O A V O I D D A M A G E T O E X I S T I N G I M P R O V E M E N T S A N D F A C I L I T I E S T O R E M A I N I N P L A C E . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R R E P A I R A N D R E P L A C E M E N T O F D A M A G E D I T E M S AS A R E S U L T O F C O N S T R U C T I O N O F T H E P R O P O S E D F A C I L I T Y . 21 . T H E W O R K S H A L L B E C A R R I E D O U T N E A R A N D U N D E R E N E R G I Z E D E Q U I P M E N T . E X T R E M E C A U T I O N I S R E Q U I R E D A T A L L T I M E S . T H E C O N T R A C T O R S H A L L S T R I C T L Y F O L L O W A L L A P P L I C A B L E S A F E T Y R E Q U I R E M E N T S . 22 . E A R T H W O R K : U N L E S S E X P L I C I T L Y S T A T E D O T H E R W I S E , R E F E R T O T H E L A T E S T E D I T I O N O F T H E S T A T E O F N E W Y O R K , D E P A R T M E N T O F T R A N S P O R T A T I O N , S T A N D A R D S S P E C I F I C A T I O N S , C O N S T R U C T I O N A N D M A T E R I A L S , F O R GE N E R A L R E Q U I R E M E N T S , P R O D U C T S , A N D E X E C U T I O N R E L A T E D T O T H E C O M P L E T I O N O F P R O P O S E D W O R K . 23 . T H E L I M I T S O F D I S T U R B A N C E S H A L L B E F I E L D S T A K E D B Y A L I C E N S E D L A N D S U R V E Y O R P R I O R T O T H E S T A R T O F W O R K . A C O P Y O F T H E S T A K E O U T S K E T C H S H A L L B E P R O V I D E D T O T H E T O W N O F S O U T H O L D . 24 . P R I O R T O T H E I S S U A N C E O F A B U I L D I N G P E R M I T , T H E A P P L I C A N T S H A L L S U B M I T A N O T I C E O F I N T E N T ( N . O . I . ) T O T H E N Y S D E C A N D P R O V I D E P R O O F O F C O V E R A G E U N D E R T H E S P D E S G E N E R A L P E R M I T F O R C O N S T R U C T I O N A C T I V I T I E S TO T H E T O W N O F S O U T H O L D . 25 . T H E A P P L I C A N T I S A W A R E T H A T T H E E N T I R E S I T E M U S T B E 1 0 0 % S T A B I L I Z E D P R I O R T O T H E I S S U A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y . D I S T U R B E D A R E A S S H A L L B E R E S T O R E D A N D S T A B I L I Z E D A P P R O P R I A T E L Y A N D I N A T I M E L Y MA N N E R . A P P L I C A N T S H A L L S U B M I T A N O T I C E O F T E R M I N A T I O N F O R T H E S P D E S G E N E R A L P E R M I T . 26 . C O N T R A C T O R S H A L L S U B M I T A N A S - B U I L T S I G N E D A N D S E A L E D B Y A N E W Y O R K L I C E N S E D S U R V E Y O R P R I O R T O R E L E A S E O F F I N A L P A Y M E N T . 27 . A L L D E M O L I T I O N D E B R I S I N C L U D I N G F O U N D A T I O N S A N D S L A B S S H A L L B E L A W F U L L Y D I S P O S E D O F O F F - S I T E . R O C K F R O M W A L L S S H A L L B E S T O C K P I L E D O N - S I T E . 28 . E L E C T R I C A L D E S I G N P R O V I D E D H E R E O N W A S P R E P A R E D B Y S U M M I T R I D G E E N E R G Y . 29 . A B S O L U T E L Y N O R E C Y C L E D M A T E R I A L S H A L L B E P E R M I T T E D O N S I T E . O N L Y E A R T H E N M A T E R I A L O R N A T U R A L S T O N E I S P E R M I T T E D T O B E U S E D A S F I L L . A L L F I L L S H A L L B E T E S T E D I N A C C O R D A N C E W I T H A P P L I C A B L E N Y S D E C R U L E S AN D R E G U L A T I O N S A N D S H A L L B E C E R T I F I E D A S U N R E S T R I C T E D F O R R E S I D E N T I A L U S E , C E R T I F I E D B Y A P R O F E S S I O N A L E N G I N E E R P R I O R T O I M P O R T A T I O N O N S I T E , A N D S H A L L B E F R O M A C E R T I F I E D V I R G I N S O U R C E . © 2 0 2 3 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 T o m T o m © 202 3 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 T o m T o m SI T E L O C A T I O N LO N G I S L A N D S O U N D LI T T L E P E C O N I C B A Y 48 25 CO V E R S H E E T C- 0 1 Rev.By:JA N U A R Y 2 0 2 5 A. R E X R O A T S. M E E R S M A TRC Project No:480459.0000.0000 48 0 4 5 9 DRAWING NAME: \\nyc-fp1\Projects\480459 - Southold Landfill Solar and BESS Project\Site Plans\SWM Control Plan\ C-01_SRE Southold_Cover Sheet.dwg --- PLOT DATE: January 09, 2025 - 12:31PM --- LAYOUT: COVER SOUTHHOLD LANDFILL SOLAR PROJECT 6155 COX LANE, CUTCHOGUE, NEW YORK 11935 Date:Description:AS N O T E D A. R E X R O A T 1407 BroadwaySuite 3301New York, NY 10018Phone: 212.221.7822 NO T E : UN D E R N E W Y O R K S T A T E E D U C A T I O N L A W A R T I C L E 1 4 5 (E N G I N E E R I N G ) , S E C T I O N 7 2 0 9 ( 2 ) , I T I S A V I O L A T I O N F O R A N Y PE R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . NO T E : TH E S E P L A N S A R E A C C O M P A N I E D B Y S U P P L E M E N T A L DO C U M E N T S . T H E S E D O C U M E N T S A R E I N T E R R E L A T E D A N D A R E IN T E N D E D T O B E U S E D T O G E T H E R . T H E S E D O C U M E N T S A R E IN T E N D E D T O B E U S E D F O R L O C A L A P P R O V A L P U R P O S E S O N L Y . NO T F O R C O N S T R U C T I O N IS S U E D F O R P E R M I T T I N G CO U N T Y R O A D 4 8 COX LN 45403530 4 5303540 25 4540 35 30 30 3540 4045 35 40 4550 60 65 55 60 60 55 50 4 5 45 40 50 45 45 45 45 55 55 55 55 60 605555 60 6055 55 7065 60 55 60 55 55 55 50 50 60 6555 55 50 5 0 35 35 45 40 35 30 50 45 55 40 404550 30 20 2520 20 6055504540353025 20 20 15 25 30 35 40 45 50 55 50 55 60 65 70 75 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 50 75 70 55 50 55 25 4 5 3535 35404545454035 40 45 60 50 5050 60 202530354045 60555045 40 35 3025 2015 15201520 201520 50 55 15 20 25 30 35 40 45 50 55 50 15 15 15 15 15 15 60 60 50 5050 80 80 80 55 60 50 50 7 0 55 75 50 55 60 65 70 75 70 65 60 55 55 55 55 50 50 50 45 2 5 4 5 45 55 55 45 40 35 30 55 55 5555 5560 S 62°09'44" E 507.89' S 4 3 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 58°42'44" E 203.19'S 59°33'34" E 826.23' S 2 1 ° 1 0 ' 1 6 " W 10 1 . 2 8 ' S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62°23'24" E 243.60' N 39°28'14" W 75.58' N 58°01'34" W 409.29' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 56°58'24" E 103.12' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 56°31'24" W 480.80' N 55°16'24" W 965.23' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 57°55'34" W 518.71' n58 ° 2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59°15'09"W 469.54 N3 0 ° 4 4 ' 5 1 " E 69 4 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 70 4 . 0 3 ' S 62°11'03" E 61.52' N 2 7 ° 3 1 ' 4 6 " E 70 0 . 9 7 ' S 58°56'24" W 180.71' N 55°22'34" W 22.66' S87°5 6 ' 4 6 " W 36.9' 369' R=71.5 2 L=122. 8 0 P.O.B PARCEL P . O . B RECYCLING BUILDING S87°56'46"W 441.28' DRAINDRAINDRAINDRAIN DR A I N DR A I N DR A I N DRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAIN DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DRAINDRAIN DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N 50 AC ± DRAIN DRAIN DRAIN DRAIN D.M.H#2 TOP=48. 2 0 ' D.M.H#3 TOP=48.2 1 ' D.M.H#5 D.M.H#6 TOP=44.3 7 ' D.M.H#4 TOP=50.0 5 ' DRA I N D.M.H#1 TOP=45.98 ' D.M.H#1 TOP=45.9 8 ' D.M.H#2 TOP=44.5 5 ' D.M.H#3 TOP=46.1 2 ' 100' D.M.H#1 TOP=41.5 4 ' DRA I N EX. STORMWATER MANAGEMENTFACILITY APPROX. LOCATION OFSTORMWATER PIPE(TYP) EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY NON-JURISDICTIONALDRAINAGE DITCH (TYP) EX. PAVEDROADWAY EX.ASPHALTROADWAY CAP EXTENTS 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 70' REAR YARDSETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 100' FRONT YARDSETBACK 20' SIDE YARD SETBACK 100' FRONTYARD SETBACK 20' SIDE YARDSETBACK 100' RESIDENTIALPROPERTY SETBACK 100' RESIDENTIALPROPERTYSETBACK 70' REAR YARDSETBACK AREA OF STANDINGWATER STREAM 300'150' C-02 LEGEND NOTES: 1.THE HORIZONTAL DATUM SHOWN HEREON IS THE NEW YORK LONG ISLAND STATE PLANECOORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983. ELEVATIONS REFER TO NAVD88 2.THE UTILITY LOCATIONS SHOWN HAVE BEEN COMPILED FROM VISIBLE STRUCTURES ONSITE. THEACTUAL LOCATION OF ALL UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND NEED TO BE FIELDVERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK. 4.NO WETLANDS OR STREAMS WERE SHOWN ONSITE BASED ON A REVIEW OF THE NATIONALWETLANDS INVENTORY DATABASE. 5.SITE IS NOT WITHIN A REGULATED FLOODPLAIN. SITE IS LOCATED IN ZONE X AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER 36103C0161H. 6.SUBJECT PREMISES IS ZONED L-1 LIGHT INDUSTRIAL. 7.LIMITS OF CAP ARE REFERENCED FROM THE PROJECT ACQUISITION FILES PREPARED BY L. K. MCLEANASSOCIATES, P.C. IN JUNE, 2003. 8.THE LOCATION STORMWATER PIPES ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY. 9.PROPERTY LINES AND TOPOGRAPHY SHOWN ARE FROM THE EXISTING CONDITIONS PLAN PREPAREDBY LAND DESIGN ASSOCIATES ON JANUARY 12, 2023. LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY EXISTING SLOPES GREATER THAN 20% NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. KEY MAP Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 2 - 0 5 _ S R E S o u t h o l d _ E x s i t i n g C o n d i t i o n s . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 5 : 3 6 P M - - - L A Y O U T : C - 0 2 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 C-03 C-04 C-05 ISSUED FOR PERMITTING 20 60 55504540353025 20 20 15 25 30 35 40 45 50 55 50 55 60 65 70 75 70 75 65 70 45 50 55 60 75 70 25 50 5050 202530354045 60 555045 40 35 3025 2015 15201520 20 1520 50 55 50 15 15 15 15 15 15 50 5050 80 80 80 5 5 50 50 55 60 65 70 75 S 62°09'44" E 507.89' S 4 3 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 58°42'44" E 203.19'S 59°33'34" E 826.23' S 2 1 ° 1 0 ' 1 6 " W 10 1 . 2 8 ' N59°15'09"W 469.54 N3 0 ° 4 4 ' 5 1 " E 69 4 . 1 0 ' S87°5 6 ' 4 6 " W 36.9' S87°56'46"W 441.28' DR A I N DRA I N DRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAIN DR A I N DRA I N DR A I N DRA I N DR A I N DRA I N DR A I N DRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAIN DRAIN DRAIN D.M.H#2 TOP=48 . 2 0 ' D.M.H# 3 TOP=4 8 . 2 1 ' D.M.H#5 D.M.H#4 TOP=50 . 0 5 ' D.M.H#1 TOP=41 . 5 4 ' DRA I N DRAI N DRA I N DRAI N DRA I N APPROX. LOCATION OF STORMWATER PIPE (TYP)EX. STORMWATER MANAGEMENT FACILITY CAP EXTENTS 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 70' REAR YARD SETBACK STREAM EXISTING CONDITION 120'60' C-03 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 2 - 0 5 _ S R E S o u t h o l d _ E x s i t i n g C o n d i t i o n s . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 5 : 3 7 P M - - - L A Y O U T : C - 0 3 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY EXISTING SLOPES GREATER THAN 20% ISSUED FOR PERMITTING COX LN 5 5 55 55 55 6 0 60 5555 60 6 05 5 55 706 5 60 55 60 55 55 55 50 50 55 50 50 60 5 0 7 0 55 S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 7 ° 3 1 ' 4 6 " W 70 4 . 0 3 ' S 62°11'03" E 61.52' N 2 7 ° 3 1 ' 4 6 " E 70 0 . 9 7 ' S 58°56'24" W 180.71' 369' R=71. 5 2 L=122 . 8 0 P.O.B PARCE L P . O . B RECYCLIN G BUILDING S87°56'46"W 441.28' DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DR A I ND.M.H#6 TOP=4 4 . 3 7 ' EX. STORMWATER MANAGEMENT FACILITY EX. ASPHALT ROADWAY 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 120'60' C-04 NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING CONDITION Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 2 - 0 5 _ S R E S o u t h o l d _ E x s i t i n g C o n d i t i o n s . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 5 : 3 7 P M - - - L A Y O U T : C - 0 4 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY EXISTING SLOPES GREATER THAN 20% ISSUED FOR PERMITTING C O U N T Y R O A D 4 8 45403530 4 53 0 3 54 0 25 4540 35 30 30 3540 4045 35 40 4550 60 65 55 60 60 55 50 4 5 45 40 50 45 45 45 45 6 0 65 55 55 50 5 0 35 35 45 40 35 30 50 45 55 40 4045 50 30 65 60 70 75 70 65 60 55 50 55 50 55 4 5 3535 3540454545 4035 40 45 6 0 60 75 70 65 60 55 55 55 55 50 5 0 50 45 2 5 4 5 4 5 55 55 45 40 35 30 55 55 55 55 5560 S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62°23'24" E 243.60' N 39°28'1 4 " W 75.58' N 58°01'34" W 409.29' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 56°58'24" E 103.12' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 56°31'24" W 480.80' N 55°16'24" W 965.23' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 55°22'34" W 22.66' DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DRAINDRAINDRAINDRAINDRAINDRAIN DR A I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N 50 AC ± DRA I N DRA I N DRA I N D.M.H#1 TOP=45 . 9 8 ' D.M.H#1 TOP=45 . 9 8 ' D.M.H#2 TOP=44 . 5 5 ' D.M.H#3 TOP=46 . 1 2 ' 100' EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY 70' REAR YARD SETBACK 70' REAR YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK AREA OF STANDING WATER 120'60' C-05 NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING CONDITION Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 2 - 0 5 _ S R E S o u t h o l d _ E x s i t i n g C o n d i t i o n s . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 5 : 3 7 P M - - - L A Y O U T : C - 0 5 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY EXISTING SLOPES GREATER THAN 20% ISSUED FOR PERMITTING 20 60 55504540353025 20 20 15 25 30 35 40 45 50 55 50 55 60 65 70 75 70 75 65 70 45 50 55 60 75 70 25 50 5050 202530354045 60 555045 40 35 3025 2015 15201520 20 1520 50 55 50 15 15 15 15 15 15 50 5050 80 80 80 5 5 50 50 55 60 65 70 75 S 62°09'44" E 507.89' S 4 3 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 58°42'44" E 203.19'S 59°33'34" E 826.23' S 2 1 ° 1 0 ' 1 6 " W 10 1 . 2 8 ' N59°15'09"W 469.54 N3 0 ° 4 4 ' 5 1 " E 69 4 . 1 0 ' S87°5 6 ' 4 6 " W 36.9' S87°56'46"W 441.28' DR A I N DRA I N DRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAIN DR A I N DRA I N DR A I N DRA I N DR A I N DRA I N DR A I N DRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAINDRAIN DRAIN DRAIN D.M.H#2 TOP=48 . 2 0 ' D.M.H# 3 TOP=4 8 . 2 1 ' D.M.H#5 D.M.H#4 TOP=50 . 0 5 ' D.M.H#1 TOP=41 . 5 4 ' DRA I N DRAI N DRA I N DRAI N DRA I N 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 39.80' 24.80' 15.00' PROPOSED 16' LIMITED USE APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATER MANAGEMENT FACILITY CAP EXTENTS SITE PLAN 120'60' C-06 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 6 - 0 8 _ S R E S o u t h o l d _ S i t e P l a n . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 1 0 : 2 3 P M - - - L A Y O U T : C - 0 6 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUS ACCESS ROAD WITH GEOWEB PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING EXISTING SLOPES GREATER THAN 20% ISSUED FOR PERMITTING COX LN 5 5 55 55 55 6 0 60 5555 60 6 05 5 55 706 5 60 55 60 55 55 55 50 50 55 50 50 60 5 0 7 0 55 S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 7 ° 3 1 ' 4 6 " W 70 4 . 0 3 ' S 62°11'03" E 61.52' N 2 7 ° 3 1 ' 4 6 " E 70 0 . 9 7 ' S 58°56'24" W 180.71' 369' R=71. 5 2 L=122 . 8 0 P.O.B PARCE L P . O . B RECYCLIN G BUILDING S87°56'46"W 441.28' DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DR A I ND.M.H#6 TOP=4 4 . 3 7 ' 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK EX. STORMWATER MANAGEMENT FACILITY PERIMETER FENCE WITH 15' SYSTEM SETBACK (TYP) EX. ASPHALT ROADWAY 120'60' C-07 NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE PLAN Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 6 - 0 8 _ S R E S o u t h o l d _ S i t e P l a n . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 1 0 : 2 3 P M - - - L A Y O U T : C - 0 7 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUSACCESS ROAD WITH GEOWEB PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING EXISTING SLOPES GREATER THAN 20% ISSUED FOR PERMITTING C O U N T Y R O A D 4 8 45403530 4 53 0 3 54 0 25 4540 35 30 30 3540 4045 35 40 4550 60 65 55 60 60 55 50 4 5 45 40 50 45 45 45 45 6 0 65 55 55 50 5 0 35 35 45 40 35 30 50 45 55 40 4045 50 30 65 60 70 75 70 65 60 55 50 55 50 55 4 5 3535 3540454545 4035 40 45 6 0 60 75 70 65 60 55 55 55 55 50 5 0 50 45 2 5 4 5 4 5 55 55 45 40 35 30 55 55 55 55 5560 S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62°23'24" E 243.60' N 39°28'1 4 " W 75.58' N 58°01'34" W 409.29' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 56°58'24" E 103.12' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 56°31'24" W 480.80' N 55°16'24" W 965.23' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 55°22'34" W 22.66' DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DR A I N DRAINDRAINDRAINDRAINDRAINDRAIN DR A I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DR A I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N DRA I N DR A I N DRA I N DR A I N DR A I N 50 AC ± DRA I N DRA I N DRA I N D.M.H#1 TOP=45 . 9 8 ' D.M.H#1 TOP=45 . 9 8 ' D.M.H#2 TOP=44 . 5 5 ' D.M.H#3 TOP=46 . 1 2 ' 100' 70' REAR YARD SETBACK 70' REAR YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100.0' AGAG AG AG AG AG TEMPORARY PERIMETER FENCE AND GATE TO ENCLOSE CONSTRUCTION STAGING AREA NEW POLE #1 METER POLE BY LIPA PROPOSED 18" CULVERT APPROXIMATE POINT OF INTERCONNECTION LAT/LONG: 41.028038, -72.498177 NEW POLE #2 CT AND VT POLE LIPA NEW POLE #3 CUSTOMER DISCONNECT SWITCH POLE BY CUSTOMER 25' FRONT PERIMETER SCREENING BUFFER FOR RESIDENTIAL AND COUNTY ROAD. EITHER USING EXISTING TREES/VEGETATION OR PROPOSED. MODULES NOT TO INTERFERE WITH EXISTING DITCHES EXISTING ROAD TO BE USED FOR CONSTRUCTION STAGING AS NECESSARY CONCRETE PAD MOUNTED RECLOSER WITH BOLLARDS ON CONCRETE BALLAST CONDUITS MOUNTED AT-GRADE. CONCRETE ENCASE AT ROAD CROSSINGS (TYP) PROPOSED 16' LIMITED USE PERVIOUS ACCESS ROAD WITH GEOWEB (TYP) PROPOSED 16' LIMITED USE PERVIOUS ACCESS ROAD WITH GEOWEB (TYP) EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY INVERTER TO BE PLACED ON GRAVEL FOUNDATION WITH AN ADJACENT CONCRETE UTILITY PAD (TYP) SWITCHBOARD AND TRANSFORMER TO BE PLACED ON CONCRETE UTILITY PAD (TYP) EX. 18" HDPE CULVERT AREA OF STANDING WATER TEMPORARY PERIMETER FENCE AND GATE TO ENCLOSE CONSTRUCTION STAGING AREA 120'60' C-08 NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE PLAN Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 6 - 0 8 _ S R E S o u t h o l d _ S i t e P l a n . d w g - - - P L O T D A T E : J a n u a r y 0 8 , 2 0 2 5 - 1 0 : 2 3 P M - - - L A Y O U T : C - 0 8 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUSACCESS ROAD WITH GEOWEB PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING EXISTING SLOPES GREATER THAN 20% ISSUED FOR PERMITTING NOTES: 1.COMPACT GRAVEL BASE, BASE COURSE TO 95% OF MAXIMUMDENSITY USING HEAVY ROLLER COMPACTION2.CONTRACTOR SHALL SET GRADE STAKES MARKING SUB-BASE ANDFINISH GRADE ELEVATIONS FOR CONSTRUCTION REFERENCE. SCALE:NTSBALLASTED PERIMETER FENCE05 C-03 C-05 NOTES:1.DETAIL PROVIDED FOR REFERENCE PURPOSES. DESIGN WILL BE BY FENCE INSTALLER. SHOP DRAWING TO BEREVIEWED BY OWNER. 2.WHERE METAL FENCE (OR METAL STRUCTURE) IS WITHIN 15 FEET OF ELECTRICAL EQUIPMENT, THE FENCE SHALL BE BONDED TO THE GROUNDING ELECTRODE WITH WIRE TYPE BONDING JUMPERS IN ACCORDANCE WITH NEC250.194.SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.3.DETAIL PROVIDE FOR REFERENCE PURPOSES ONLY. FINAL DESIGN TO BE DETERMINED IN THE SHOP DRAWING REVIEWPROCESS. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567.4.ALT. FENCE FABRIC INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL.5.BIGFOOT FOOTING INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.6.LAY 8" LAYER OF GRAVEL LEVEL AND COMPACTED BY HAND.7.LAY PLASTIC BASE DIRECTLY ON COMPACTED GRAVEL. 8.ENSURE THE BIGFOOT FOOTING BASE HAS BEEN LEVELED. 9.FILL FOOTING WITH 3,000 PSI OF CONCRETE PER MANUFACTURER SPECS. NOTES:1.GRAVEL SURFACE SHALL BE CROWNED WITH 2-4% CROSS SLOPE2.DO NOT DISTURB EXISTING LANDFILL CAP.3.GRAVEL DRIVEWAY SECTIONS SHALL CONFORM WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER'S REPORT IF PREPARED. CONSULT OWNER IF CONTRADICTIONS BETWEEN THIS DETAIL AND GEOTECHNICAL RECOMMENDATIONS. 2% - 4%12" SCALE:NTSGRAVEL ACCESS DRIVEWAY SECTION (TYP)04 C-03 C-05 16' EXISTINGGRADE SCALE:NTSDRIVEWAY AND CULVERT CROSSING SECTION07 C-03 C-05 1.MINIMUM 12" DEPTH OF SOIL MATERIAL SHOULD BE PROVIDED BETWEEN TOP OF CULVERT ANDACCESS ROAD IN THE FINAL CONDITION. ADDITIONAL SOIL MAY BE REQUIRED DURING CONSTRUCTION.SEE MANUFACTURER REQUIREMENTS.2.SEE PLAN VIEW FOR ADDITIONAL INFORMATION REGARDING INVERTS AND PIPE INFORMATION. SCALE:NTSGRAVEL INVERTER EQUIPMENT PAD SECTION01 C-03 C-05 SCALE:NTSCULVERT INLET/OUTLET PROTECTION02 C-03 C-05 NOTES:1.TYPICAL DETAIL FOR REFERENCE FINAL DESIGN TO COORDINATED DURING SHOP DRAWING PROCESS AND INACCORDANCE WITH GEOTECHNICAL REPORT. ULTIMATE LOADING ON THE CAP CANNOT EXCEED 1500 PSF.2.NO PENETRATION OF THE LANDFILL CAP IS PERMITTED.3.COMPACT SUBGRADE TO 95% OF THE STANDARD PROCTORS MAXIMUM DRY DENSITY. PROOFROLL SUBGRADE PRIORTO PLACING BASE MATERIAL, OVER EXCAVATE MIN 18" AND REPLACE WITH COMPETENT STRUCTURAL SOIL IF PUMPING/RUTTING IS OBSERVED. SUBGRADE SHALL HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF.4.PROVIDED 1"X 1" CHAMFERS AROUND EDGE OF SLAB. ELEVATE SLAB 4-6" MINIMUM.5.CONCRETE TO BE 4,000 PSI MINIMUM 28-DAY STRENGTH WITH 6" AIR ENTRAINMENT OR PER STRUCTURAL DESIGN.6.SEE PLAN VIEW FOR DIMENSIONS.7.PROVIDE MINIMUM OF 2" OF CONCRETE COVER FROM EDGE OF REBAR TO NEARED EDGE OF CONCRETE. 8.PROVIDE ELECTRICAL GROUNDING PAD IN EACH SLAB CORNER. 9.PROVIDE 12" SEPARATION FROM SLAB EDGE TO CONDUIT OPENINGS. IF PAD IS PRECAST, GROUT ALL LIFTING LUG RECESSED VOIDS SOLID PRIOR TO EQUIPMENT PLACEMENT. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. SECTION A VIEW 3 1 SCALE:NTSCONCRETE UTILITY PAD ON LANDFILL03 C-03 C-05 END SECTION ASSEMBLY SEE FENCE/END SECTION DETAIL END SECTION ASSEMBLY SEE ABOVE DETAIL 24' NOMINAL SCALE:NTSGATE DETAIL06 C-03 C-05 NOTES: 1.PROVIDE HOT-DIPPED GALVANIZED OR PVC COATED CHAIN LINK FABRIC (12 GA. 2" MESH). ALT. FENCE FABRICINCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. 2.PLACE SIGNAGE ON GATES FOR HAZARD/EMERGENCY AS REQD. 3.PROVIDE PROVISIONS FOR KNOX LOCK ON ALL GATES.4.DETAIL PROVIDED FOR REFERENCE FINAL DESIGN TO BE COORDINATED DURING SHOP DRAWING REVIEW5.DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567.6.DETAIL PROVIDED FOR REFERENCE PURPOSES; FINAL DESIGN BY FENCING SUPPLIER CIVIL EOR WITH APPROVAL BYOWNER. SCALE:NTSFIXED TILT SOLAR SYSTEM (TYP)08 C-03 C-05 NOTES 1.DO NOT DISTURB EXISTING LANDFILL CAP. GRAVEL BASE TO BE PLACED ON EXISTING GRADE.2.ARRAY FIELD TO BE RESTORED TO STABILIZED CONDITION IN ACCORDANCE WITH PROJECTREQUIREMENTS.3.PANEL SPACING MAY VARY, SEE SITE PLAN FOR SPACING REQUIREMENTS.4.RACKING IS SHOWN FOR REFERENCE PURPOSES. RACKING DETAIL WILL BE PROVIDED BY VENDOR. 8" 12" MIN PAD MOUNTED EQUIPMENT CULVERT INLET/OUTLET DETAIL PLAN VIEW DD1 D2 INLETD2 OUTLET 12" 15" 18" 24" 9" 9" 13.5" 13.5" 24" 24" 24" 36" 12" 12" 12" 12" D 12" 15" 18" 24" W1 4' 4' 5' 6' W2 14' 14' 15' 16' L 10' 10' 10' 12' d50 4" 4" 6" 6" CULVERT OUTLET DETAILPLAN VIEW W2 L W1D D2 D 3' MININLETS D1 CULVERT NOT TO SCALE NOT TO SCALE CONCRETE BALLAST MAX 8' 39.8' 24.8' 15' 15' 20° 10' O.C. SPACING (TYP) 8' H E I G H T ~18" CL SCALE:NTSALT. PERIMETER FENCE - TYP. DRIVEN POST FENCE05A C-03 C-05 MAX 8' 10' O.C. MAX. 2" MAX.CLEARANCE NOTES: 1.NO AUGURING OF SOIL MATERIAL ALLOWED FOR FENCE INSTALLATION. ONLY DRIVEN POSTS 2.DETAIL PROVIDED FOR REFERENCE PURPOSES. DESIGN WILL BE BY FENCE INSTALLER. SHOP DRAWING BY FENCE INSTALLER OR SUPPLIER TO BE REVIEWED BY OWNER. 3.WHERE METAL FENCE (OR METAL STRUCTURE) IS WITHIN 16 FEET OF ELECTRICALEQUIPMENT, THE FENCE SHALL BE BONDED TO THE GROUNDING ELECTRODE WITH WIRETYPE BONDING JUMPERS IN ACCORDANCE WITH NEC250.194. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL REQUIREMENTS. 4.DETAIL PROVIDE FOR REFERENCE PURPOSES ONLY. FINAL DESIGN TO BE DETERMINED IN THE SHOP DRAWING REVIEW PROCESS. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567. 5.ALT. FENCE FABRIC INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. 6.NO PUNCTURING OF LANDFILL MEMBRANE PERMITTED. DOME TOP GALV. STEEL TERMINAL POST 3" DIAM TENSION BAR TENSION BAND 12" OC MAX (TYP) BOTTOM TENSION WIRE 7 GAUGE MIN. HOGRINGS @ 18" OC. METAL TIES 12" OC (TYP) RAILEND BRACE RAIL 1.66" DIA. ADJUSTABLE TRUSS ROAD 38" GALVANIZED METAL FABRIC 11 GAUGE ORFIXED KNOT AG FENCE. OR APPROVEDALTERNATE. TYPICAL DRIVEN POST. (NO AUGERING ALLOWED ON LANDFILL CAP.) CRUSHED STONE BASEGRAVEL TO BE CLEAN, FREE FROM ORGANICMATERIAL, CLAY, SURFACE COATINGS,DELETERIOUS MATERIALS. GRAVEL FILL IS TO BESPREAD AND COMPACTED IN LAYERS NOT TOEXCEED 8 INCHES IN DEPTH.LANDFILL CAP TO NOT BE DISTURBED WOVEN GEOTEXTILE FABRIC (MIRAFI RS380 OR APPROVED EQUIVALENT) CULVERT FINISHED GRADE3:1 MAX GRAVEL ACCESS DRIVEWAY EROSION CONTROL BLANKET . PLACED AT-GRADE. FLARED END SECTION EXISTING GRADE FLARED ENDSECTION 4" GATE POST GALV.STEEL SLOPE CONCRETE TO DRAIN AWAY FROM POST; SEAL GAP BETWEEN POST &CONCRETE 3,000 PSI CONCRETE UNDISTURBEDEARTH 12x7' NOM. 2"DIA. FRAME LATCH FINISHED GRADE 34" CHAMFER ALL AROUND CONDUIT STUBS STONE RIPRAPCULVERT BARREL 8"-16" AGGREGATE BASE COURSE GRAVEL (CRUSHER RUN) SUBGRADE STONE RIPRAP APRON 4" GRAVEL BEDDING 700X MIRAFIGEOTEXTILE OR EQUAL ROCK PROTECTION AT CULVERTINLET. SEE DETAIL. TIE FENCE TO POST WITHEQUAL SPACED TIES ORSTAPLES 2" METAL FENCE POSTS OR WOOD POSTS N(TYP)POST CAP2 12 " CORNER POST DIAGONALLY BRACECORNER POSTS FORSTRENGTH BIGFOOT FOOTING FORM,BF 24 OR EQUAL BUILDUP DRIVEWAY WITH AGGREGATE BASE ORAPPROVED STRUCTURAL FILL 8' EXISTING LANDFILL COVER. DO NOT DISTURB. 9" DEPTH OF BASE GRAVEL 3" DEPTH OF SURFACE COURSE 2' DETAILS 200'100' C-09 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 9 - 1 4 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 9 , 2 0 2 5 - 1 : 1 0 P M - - - L A Y O U T : C - 0 9 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION ISSUED FOR PERMITTING SCALE:NTSSTABILIZED CONSTRUCTION ENTRANCE03 C-04 C-06 STRAW OR HAY BALE BARRIER NOTES: 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARSDRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVENTOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALESTOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECT FREQUENTLY AND REPAIR OR REPLACE PROMPTLY AS NEEDED. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOTTO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. SCALE:NTSHAYBALE DETAIL04 C-03 C-06 50' MIN.20' MIN. 12' MIN. 20' MIN. 20'MIN. FL O W FL O W PLAN VIEW NOTES: 1.A PAD OF COARSE AGGREGATE AT THE CONSTRUCTION ENTRANCE/EXIT WILL REDUCE THE TRACKING OF SOIL FROM CONSTRUCTION TRAFFIC ONTO A PUBLIC STREET. SEDIMENTS FROM THETIRE TREADS ARE KNOCKED LOOSE BY THE ANGULAR STONES AND ARE TRAPPED IN THE VOIDSBETWEEN THE STONES. 2.THE ENTRANCE/EXIT PAD SHOULD HAVE A LENGTH OF 50 FEET OR MORE AND A 12-FOOT MINIMUM WIDTH (OR AS APPROPRIATE TO CONTAIN THE WHEEL BASE OF CONSTRUCTION VEHICLES PLUS 3 FEET ON EITHER SIDE). 3.THE PAD SHOULD BE 6 INCHES OR MORE THICK WITH ANGULAR AGGREGATE (2-3 INCH DIAMETER).APPROPRIATE RECLAIMED CONCRETE MATERIAL MAY BE USED.4.THE AGGREGATE SHOULD BE PLACED OVER A GEOTEXTILE FILTER TO PREVENT THE STONES FROMPUSHING INTO THE NATIVE SOIL.5.AT THE BOTTOM OF SLOPES, A DIVERSION RIDGE SHOULD BE PROVIDED TO INTERCEPT RUNOFF.6.BERMS MAY BE NECESSARY TO DIVERT WATER AROUND ANY EXPOSED SOIL, AND RUNOFF SHOULDBE DIRECTED TO A SEDIMENT TRAP.7.THE WHEELS OF CONSTRUCTION EQUIPMENT MAY BE WASHED PRIOR TO EXITING THE SITE.WASHING SHOULD BE PERFORMED IN AN AREA THAT DRAINS TO A SEDIMENT TRAP OR BASIN. 8.THE PAD SHOULD BE INSPECTED WEEKLY, AND BEFORE AND AFTER EACH STORM. THE PAD MAY HAVE TO BE REPLACED IF THE VOIDS BECOME FILLED WITH SEDIMENT. STREET SWEEPING MAY BE NECESSARY. A A NOTES:1.NO STAKES CAN BE INSTALLED WITHIN THE LIMITS OF THE LANDFILL CAP. IF INSIDE THE CAP, THEN THE STAKES CAN BE SUBSTITUTED WITH SANDBAGS. 2.ORIENTATION MAY BE MODIFIED TO ACCOMMODATE FIELD CONDITIONS. SCALE:NTSTEMPORARY CONCRETE WASHOUT02 C-04 C-06 W L=WX2 NOTES:1.DETAIL IS BASED ON NEW YORK STATE ESC STANDARD 5.28. SEE THIS DETAILFOR ADDITIONAL INFORMATION.2.INSIDE OF THE LANDFILL CAP LIMITS, NO STAKING IS PERMITTED. THESTAKES CAN BE SUBSTITUTED WITH SANDBAGS OR APPROVED ALTERNATIVE TO ENSURE THAT THE SOCK IS FIRMLY GROUNDED/SECURED IN-PLACE.3.MAXIMUM DRAINAGE AREA TO BE 5 ACRES TO A4.INSTALLATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS5.FILTER MEDIA TO BE MESH OR GEOSYNTHETIC6.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BYENGINEER. AREA TO BE PROTECTED WORK AREA 12" SOCK SCALE:NTSCOMPOST FILTER SOCK SEDIMENT TRAP01 C-04 C-06 18" SOCK24" SOCK WORK AREA AREA TO BE PROTECTED SCALE:NTSDRIVEWAY CROSSING SECTION09 C-05 C-09 NOTES:1.CABLE TRAY TO BE BY PLASTIBETON OR APPROVED EQUAL. TRENCH AND GRATE TO BE RATED FOR VEHICULAR LOADING (H-20). 2.DOI NOT DISTURB EXISTING LANDFILL CAP.3.PROVIDE SMOOTH TRANSITION BETWEEN GRADE AND EXISTING GRAVEL DRIVEWAY.4.ANCHOR CONDUITS IN ACCORDANCE WITH PROJECT REQUIREMENTS. SECTION A-A' VIEW PLAN VIEW DIVERSION RIDGE IFGRADE >5% UNDISTURBED GROUND 4' GRADE STAKE (MIN. 2 PER HAY BALE) NONWOVEN GEOTEXTILE SLOPE MAX. 2%MIN. 0.5% HAYBALE 4' GRADE STAKES ANGLE FIRST STAKE TOWARDPREVIOUSLY LAID BALE BOUND BALES PLACEDON CONTOUR 2 RE-BARS, STEEL PICKETSOR 2"x2" STAKES 1.5 FEETIN GROUND. DRIVE STAKESFLUSH WITH BALES. 4" VERTICAL FACE EXISTING GROUND EXISTING GROUND PROPOSED CABLE TRAY ON SUPPORTS (TYP)EX. 6" TOPSOIL EX. 12" BARRIER PROTECTION LAYER OF CLEAN FILL EX. GEOMEMBRANE DRAINAGE LAYER EX. GAS VENTING LAYER (SAND) EX. GEOTEXTILE EX. WASTE PROPOSED CABLETRENCH THROUGHROAD PROPOSED CABLE TRAY THROUGH ROAD EXISTING GRAVEL DRIVEWAY (TYP) CABLE TRAY ON SUPPORTS (TYP) EX. TOPSOIL (TYP) GRATED COVERRATED FOR H-20TRAFFIC LOADING DRIVEWAY DRIVEWAY A A' 200'100' C-10 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 9 - 1 4 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 9 , 2 0 2 5 - 1 : 1 0 P M - - - L A Y O U T : C - 1 0 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOT TO SCALE ISSUED FOR PERMITTING 200'100' C-11 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 9 - 1 4 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 9 , 2 0 2 5 - 1 : 1 0 P M - - - L A Y O U T : C - 1 1 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION PLAN PLAN SECTION SECTION NOTE: NOT TO SCALE NOT TO SCALE NOT TO SCALE GENERAL NOTES: 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E.PROVIDE ACCESS FOR MOWING, EQUIPMENT REPAIR OR MAINTENANCE, ETC.). 2.LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESSASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY. FILL VOIDS TO MATCH EXISTING NATIVE SOILS ANDCOMPACTION LEVEL. 4.REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER.COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDESSTORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR GRADING FORCROSS SLOPE CUT AND FILL MAY BE REQUIRED. 6.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THATIMPEDES STORMWATER DRAINAGE. 7.ROADWAY WIDTH ABOVE MINIMUM TO BE DETERMINED BY CLIENT. 8.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND SHOULD NOTEXCEED 6%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 15%. 9.THE LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICHMAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FORPOST-CONSTRUCTION USE. SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOILPENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVERECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USEPERVIOUS ACCESS IS COMPLETED DURING THE INITIAL PHASES OF CONSTRUCTION, A STANDARD NEWYORK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVESEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESSROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 11.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREASSUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 12.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLYDRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZEWOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. 13.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOWCOULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAYBE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FORGRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAYWOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLETREQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TOPRE-DEVELOPMENT CONDITIONS. 14.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUSACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSISTOF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THISVEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. 15.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITEASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HASBEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF "ALTER THE HYDROLOGY..."), THE DESIGN MUST INCLUDE THE NECESSARYDETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TOPRE-DEVELOPMENT CONDITIONS. GEOGRID MATERIAL NOTES: 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-2" CRUSHEDSTONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. BASIS OF DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS,GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM GEOWEB MATERIAL NOTES: 1.THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 10%.THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-2" CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OFUNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OFTABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-2" CRUSHEDSTONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FORPROPER INSTALLATION, TYING, ANCHORING, AND CONNECTIONS. BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; 800-548-3424OR 920-738-1222; INFO@PRESTOGEO.COM; WWW.PRESTOGEO.COM WOVEN GEOTEXTILE MATERIAL NOTES: : TENCATE MIRAFI RSi-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM EROSION CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF NON-WOVEN FILTER FABRIC MATERIAL WITH A WIRE MESHBACKING, OR A WOVEN FABRIC (SILT FENCE). ALL MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL MEASURES, AFTER COMPLETION, ALL MATERIAL SHALL BE DISPOSED PROPERLY. LOCATIONOF EROSION AND SEDIMENT CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN. NOTE: ALL WATER CONTROL MEASURES ARELOCATED DOWN-GRADIENT FROM DISTRIBUTED STREET. IF TOPSOIL IS TO BE STORED IN AN AREA NOT SHOWN ON THE SITE PLAN, DUE TO UNFORESEEN EVENTS, PRIOR TO STORING, THE DOWN-GRADIENT PERIMETER OF THE STORAGE AREA SHALL BE PROPERLYPROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN. CONSTRUCTION HOUSEKEEPING CONTRACTOR SHALL MAINTAIN THE PROJECT SITES IN ACCORDANCE WITH THE FOLLOWING PERFORMANCE STANDARDS: MATERIAL STOCKPILING: MATERIAL RESULTING FROM CLEARING AND GRUBBING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES,OR NEW MATERIAL DELIVERED TO THE SITE, SHALL BE STOCKPILED UPSLOPE OF DISTURBED AREAS. THE STOCKPILE AREAS SHALL HAVE THE PROPER EROSION AND SEDIMENT CONTROLS INSTALLED TO PREVENT MIGRATION OF SEDIMENTS AND MATERIALS. STAGING, STORAGE, AND MARSHALLING AREAS: CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE STORED IN DESIGNATED STAGING AREAS AS INDICATED ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE,OR ENGINEER. STAGING, STORAGE, AND MARSHALLING AREAS SHALL BE LOCATED IN AN AREA THAT MINIMIZES IMPACTS TOSTORMWATER QUALITY. CHEMICALS, SOLVENTS FERTILIZERS, AND OTHER TOXIC MATERIALS SHALL BE COLLECTED AND DISPOSEDOF AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. BULK STORAGE OF FUEL MATERIALS WILL BE STAGED AT THE PROJECT MARSHALLING YARD PER SAFETY DATA SHEET (SDS) SPECIFICATION AND ENVIRONMENTAL HEALTH AND SAFETYSTANDARDS, WHICHEVER IS MORE RESTRICTIVE. EQUIPMENT CLEANING AND MAINTENANCE: ALL ONSITE CONSTRUCTION VEHICLES SHALL BE MONITORED FOR LEAKS AND SHALLRECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE RISK OF LEAKAGE. ANY EQUIPMENT LEAKING OIL, FUEL, ORHYDRAULIC OIL SHALL BE REPAIRED OR REMOVED FROM THE PROJECT SITE IMMEDIATELY. STORAGE, PARKING, MAINTENANCE, AND SERVICING OF CONSTRUCTION VEHICLES SHALL BE A MINIMUM OF 200-FEET FROM A WETLAND , WATERBODY, OR OTHERECOLOGICALLY SENSITIVE AREA AND STORMWATER CONVEYANCE FEATURES OR WATER QUALITY TREATMENT BMPS. PETROLEUMPRODUCTS AND HYDRAULIC FLUIDS THAT ARE NOT IN VEHICLES SHALL BE STORED IN TIGHTLY SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL GASOLINE, DIESEL FUEL, OR OTHER FUEL STORAGE VESSELS WITH GREATER THAN 25-GALLON SHELLCAPACITY MUST HAVE SECONDARY CONTAINMENT CONSTRUCTED OF AN IMPERVIOUS MATERIAL CAPABLE OF CONTAINING AMINIMUM OF 110% OF THE SHELL CAPACITY. DEBRIS AND OTHER MATERIALS: CONTRACTOR SHALL MANAGE ALL LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALSEXPOSED TO STORMWATER TO PREVENT MATERIALS FROM BECOMING A SOURCE OF POLLUTION. ALL DEMOLITION WASTE, DEBRIS,AND RUBBISH GENERATED DURING CONSTRUCTION OF THE PROJECT SHALL BE PROPERLY REMOVED FROM THE SITE AS IT OCCURS. ALL MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-SITE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL REGULATIONS.THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE PROPER HANDLING, STORAGE, ANDDISPOSAL OF HAZARDOUS SUBSTANCES. TRENCH OR FOUNDATION DEWATERING: TRENCH DEWATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS,COFFER DAMS, PONDS, SUMPS, BASINS, AND OTHER AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AND HINDERS CORRECT AND SAFE CONSTRUCTIONPRACTICES. THE CONTRACTOR SHALL REMOVE COLLECTED WATER FROM THE PONDED AREAS, EITHER THROUGH GRAVITY ORPUMPING, IN A MANNER THAT SPREADS IT THROUGH NATURAL WOODED OR VEGETATED BUFFERS OR TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE MAXIMUM AMOUNT OF SEDIMENT LADEN WATER FROM DEWATERING TO FLOW OVER DISTURBED AREAS OF THE PROJECT SITES. OTHER MEASURES OR METHODS MAY BE UTILIZED AS REVIEWED AND APPROVED BY THEENGINEER. NON-STORMWATER DISCHARGES: CONTRACTOR SHALL IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATERDISCHARGES. CONCRETE WASHOUT AREAS: DESIGNATED CONCRETE WASHOUT AREAS SHALL BE PROVIDED AS NEEDED TO ALLOW CONCRETETRUCKS TO WASHOUT OR DISCHARGE SURPLUS CONCRETE AND WASH WATER ONSITE. CONCRETE WASHOUT AREAS SHALL BE ADIKED IMPERVIOUS AREA LOCATED A MINIMUM OF 100 FEET FROM A DRAINAGE WAY, WATERBODY, WETLAND AREA, OR INFILTRATION BMP. CONCRETE WASHOUT AREAS SHALL HAVE PROPER SIGNAGE AND BE CONSTRUCTED TO PREVENT CONTACT BETWEENWASHWATER AND STORMWATER. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF CONCRETEWASHOUT AREAS. CONCRETE WASHOUT AREAS SHALL NOT BE FILLED BEYOND 95 OF DESIGN CAPACITY AND SHALL BE CLEANED OUT ONCE 75% CAPACITY HAS BEEN MET UNLESS A NEW FACILITY HAS BEEN CONSTRUCTED. ADDITIONAL REQUIREMENTS: COMPLETION OF THE WORK WILL REQUIRE FREQUENT ACCESS TO VARIOUS PORTIONS OF THE PROJECT AREA FROM STATE AND LOCAL ROADWAYS. CONTRACTOR SHALL MONITOR PUBLIC ROADWAYS AND SHALL CLEANPAVEMENT BY MEANS NECESSARY IN THE EVENT THAT SEDIMENT OR TRACKING IS OBSERVED. SIGNAGE SHALL BE POSTED ATINTERSECTIONS OF PROJECT ACCESS ROADS AND PUBLIC WAYS, STATING COMPANY NAME AND 24-HOUR CONTACT PHONE NUMBER. TEMPORARY STABILIZATION FOR FROZEN CONDITIONS SITE STABILIZATION: MULCHING SHOULD BE TRACKED INTO SOIL PRIOR TO FROZEN CONDITIONS, OR ANCHORED WITH NATURALFIBER NETTING. APPLICATION OF MULCHING SHOULD BE PERFORMED PRIOR TO SIGNIFICANT SNOW FALL. IF STRAW MULCH ALONE ISUSED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE, MAKING THEAPPLICATION RATE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTS CEASED, THEAPPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF NEXT BUSINESS DAY AND COMPLETED WITHINTHREE DAYS. ACCUMULATED SNOW AND FROZEN CONDITIONS ALONE ARE NOT CONSIDERED STABILIZATION. SLOPES: ALL SLOPES AND GRADES MUST BE PROPERLY STABILIZED WITH APPROVED METHODS. ROLLED EROSION CONTROLPRODUCTS MUST BE USED ON ALL SLOPES GREATER THAN 3H:1V, OR WHERE CONDITIONS FOR EROSION DICTATE SUCH MEASURES. SETBACKS: A MINIMUM 25-FOOT BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILTFENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. EDGES OF DISTURBED AREAS THAT DRAIN TO A WATERBODY WITHIN 100-FEET WILL HAVE 2 ROWS OF SILT FENCE, 5-FEET APART, INSTALLED ALONG THE CONTOUR. SOIL STOCKPILES: STOCKPILED SOILS MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION, ANCHORED -DOWN MULCH, ROLLED EROSION CONTROL PRODUCTS, OR OTHER DURABLE COVERING. SEDIMENT CONTROLS MUST BE INSTALLED DOWNSLOPE OFTHE PILE TO CONTROL SEDIMENTATION TO UNDISTURBED LOCATIONS. CONSTRUCTION ENTRANCE: ALL ENTRANCE AND EXIT LOCATIONS TO THE SITE MUST BE PROPERLY STABILIZED AND MUST BEMAINTAINED TO ACCOMMODATE SNOW MANAGEMENT AS SET FORTH IN THE NEW YORK SSESC. SNOW MANAGEMENT: SNOW MANAGEMENT SHALL NOT DESTROY OR DEGRADE EROSION AND SEDIMENT CONTROL PRACTICES.PLOWING PERFORMED SHOULD NOT MIGRATE PLACED CRUSHED STONE OR ACCUMULATED MATTING DEBRIS WITHIN WATERBODIES,CONVEYANCES OR PROTECTED AREAS. PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER, REQUIRING CLEARED SNOW TO BE STORED IN A MANNER NOT AFFECTING ONGOING CONSTRUCTION ACTIVITIES.ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING. DRAINAGE STRUCTURES MUSTBE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. ALL DEBRIS OR ICE DAMS FROM PLOWING OPERATIONS THAT RESTRICT FLOW OFRUNOFF AND MELT WATER SHALL BE REMOVED. FROST HEAVES: HEAVING FROST, FROZEN GROUND, WINTER CONDITIONS AND EQUIPMENT CAN AFFECT EROSION ANDSEDIMENTATION CONTROL PRACTICES. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR DAMAGE BY TRAINED CONTRACTOR AND QUALIFIED INSPECTORS. DEFICIENCIES SHALL BE REPAIRED AND OR INSTALLED MEASURES SHALL BEREPLACED AS DEEMED NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING THAWING PERIODS AND PRIOR TO SPRING RAINEVENTS. WINTER SHUTDOWN: IN THE EVENT OF TEMPORARY SHUTDOWN TO SOIL DISTURBING ACTIVITIES UNDER WINTER CONDITIONS,TEMPORARY STABILIZATION MEASURES SHALL BE IMPLEMENTED TO ALL DISTURBED AREAS AND SWPPP INSPECTIONS CAN BE REDUCED TO A MONTHLY FREQUENCY. THE CONTRACTOR SHALL REFER TO SOIL STABILIZATION MEASURES IN ACCORDANCE WITHTHE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (NOVEMBER 2016) AND SPDESGENERAL PERMIT GP-0-20-001. PERMANENT CONSTRUCTION AREA SEEDING FINAL STABILIZATION SHOULD BE IMPLEMENTED AT THE COMPLETION OF EACH PHASE. ONCE CONSTRUCTION IS COMPLETE,EXPOSED SOILS REQUIRE FINAL AND PERMANENT STABILIZATION. SOILS SHOULD BE GRADED SMOOTH AND LEVEL TO ELIMINATERUTTING AND CONCENTRATED FLOWS, PONDING AND UNEVEN SURFACES FOR FUTURE MAINTENANCE ACTIVITIES. UNIMPROVED AREAS SHOULD BE RESTORED TO ORIGINAL GRADE UNLESS PERMITTED AND PLANNED FOR REQUIRED FUTURE MAINTENANCE. CONSERVED STOCKPILED TOPSOIL SHOULD BE UTILIZED FOR TOPDRESSING GRADED SUB-SOILS AT EXCAVATION LOCATIONS. ANYSEVERELY COMPACTED SECTIONS WILL REQUIRE TILLING OR DISKING TO PROVIDE AN ADEQUATE ROOTING ZONE, TO A MINIMUMDEPTH OF 12". THE SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT, WITH THE SOIL NOT TOO SOFT AND NOT TOO COMPACT. ADEQUATE SOIL MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS POWDER DRY OR STICKY WET,POSTPONE OPERATIONS UNTIL MOISTURE CHANGES TO A FAVORABLE CONDITION. REMOVE ALL STONES AND OTHER DEBRIS FROMTHE SURFACE THAT ARE GREATER THAN 4 INCHES, OR THAT WILL INTERFERE WITH FUTURE MOWING OR MAINTENANCE. SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TESTEDTO DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED. APPLY GROUND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE UPPER 2 INCHES OF SOIL. IF SOIL MUST BE FERTILIZED BEFORE RESULTS OF A SOIL TEST CAN BE OBTAINED TO DETERMINEFERTILIZER NEEDS, APPLY COMMERCIAL FERTILIZER AT 50 LBS. PER ACRE OF NITROGEN OR EQUIVALENT. IF SOILS ARE SOFT, MECHANICAL MULCHING MAY NOT BE AVAILABLE DUE TO THE INEVITABLE RUTTING WITH MULCHING EQUIPMENT. ANY UPLAND AREAS THAT ARE DISTURBED SHALL BE STABILIZED USING PERMANENT SEED MIX AS SPECIFIED IN THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (SSESC), UNLESS DIRECTED OTHERWISE INASSOCIATED PERMITTING DOCUMENTS. PROTECTION OF POST-CONSTRUCTION STORMWATER BMPs POST-CONSTRUCTION STORMWATER BMPs DESIGNED FOR WATER QUALITY TREATMENT SHALL NOT BE USED AS A SEDIMENT CONTROL DEVICES DURING CONSTRUCTION PHASE OF THE PROJECT. WHEN POSSIBLE, POST CONSTRUCTION STORMWATER BMPINSTALLATION SHALL OCCUR AFTER FINAL STABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. CONSTRUCTION PHASE STORMWATER SHALL BE DIVERTED AROUND POST-CONSTRUCTION STORMWATER QUALITY BMPs UNTIL FINALSTABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OFBMP FILTER MATERIAL IN THE EVENT CONSTRUCTION PHASE STORMWATER IS DISCHARGED TO CONSTRUCTED BMPs. NATURE AND DEGREE OF REPAIR SHALL BE AS DIRECTED BY THE OWNER. PROJECT CONSTRUCTION SEQUENCING NOTES THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING OR CONSTRUCTION PHASING PLAN FOR OWNER APPROVAL THATCOMPLIES WITH THE PERMITTING REQUIREMENTS, THE PROJECT SWPPP, AND OTHER REQUIREMENTS AS IDENTIFIED BY LOCAL ANDSTATE AUTHORITIES. THE PLAN SHALL SHOW THAT ACTIVE LAND DISTURBANCE WILL BE LIMITED TO LESS THAN FIVE (5) CONTIGUOUS ACRES AND SHALL ADEQUATELY DISCUSS, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR TEMPORARY AND PERMANENT EROSION ANDSEDIMENTATION CONTROL MEASURES AS OUTLINED IN THE PROJECT SWPPP OR AS DIRECTED BY THE OWNER. 2.PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALLEROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, NOTIFY CITYOFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE. 3.PRIOR TO COMMENCING ONSITE EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL ESTABLISH THE CONSTRUCTION WORKSPACE LIMITS AND IDENTIFY AND MARK SENSITIVE RESOURCES. 4.THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES (BMPs) IN ORDER TO PROTECT DOWN GRADIENT AREAS. WHERE APPROPRIATE, DIVERSION BMPs SHALL BE IMPLEMENTED TODIRECT RUNOFF FROM UPGRADIENT AREAS AROUND THE PROJECT SITE. 5.ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL EROSIONCONTROL MEASURES. THIS INCLUDES, SILTATION FENCING, ANTI-TRACK PADS (STABILIZED CONSTRUCTION ENTRANCE), ANDOTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE UNTIL THE OWNER'S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES. 6.AFTER PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES WITHIN THE CURRENT PHASE OF WORK AREINSTALLED AND FUNCTIONING, THE CONTRACTOR SHALL OBTAIN OWNER APPROVAL BEFORE BEGINNING EARTHWORK IN THESUBSEQUENT PHASE. 7.AFTER EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS: a.REMOVE VEGETATION FROM PROPOSED DEVELOPMENT AREA. ALL STUMPS AND WOOD SHALL BE TAKEN OFF-SITE ANDDISPOSED ACCORDINGLY. b.REMOVE AND STOCKPILE TOPSOIL AFTER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. THE TOPSOILSHALL BE SEEDED IMMEDIATELY AFTER STOCKPILING IN ORDER TO STABILIZE THE SLOPE AND LIMIT SEDIMENT RUNOFF. STOCKPILED TOPSOIL SHALL BE SEEDED AND MULCHED WHEN IT IS TO BE STORED MORE THAN 30 DAYS FROM TIME OFSTOCKPILING. THE SITE CAN NOW BE REFORMED TO PROPOSED FINAL ELEVATIONS (LESS TOPSOIL DEPTH). c.PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN, IF ANY. d.PREPARE AND COMPACT SUBGRADE (IF AND AS DIRECTED) AND INSTALL DRAINAGE AND STORMWATER BMP'S IN ACCORDANCEWITH "GRADING AND STORMWATER MANAGEMENT PLAN". e.EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD AND POROUS ASPHALT PAVEMENT. ALLREMOVED TOPSOIL SHALL BE UTILIZE ON SITE AS LOAM FOR GRASS AREAS. NO SOILS SHALL BE REMOVED FROM THE SUBJECTPROPERTY. f.COMPLETE REMAINING GRADING REQUIRED AS SHOWN ON THE GRADING PLANS. INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3H:1V OR GREATER (IF ANY), THEN SEED AND MULCH THE AREA. g.INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, FENCE AND GATES AND OTHER IMPROVEMENTS PER THE PLAN. h.LOAM AND SEED FRONT YARD AND ALL REMAINING DISTURBED AREAS. UTILIZE EXISTING SITE SOIL WHERE POSSIBLE. i.REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL STABILIZATION AND ACCEPTANCE. IF STABILIZATION DOES NOT OCCUR (INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL OTHERCONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN (INCLUDING APPROPRIATE PERFORMANCEASSURANCES) TO THE OWNER'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE), FOR ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETIONBY THE OWNER'S REPRESENTATIVE. j.DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. DISTURBEDAREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO FURTHERCONSTRUCTION. IT IS DESIRABLE FOR AN EROSION PREVENTION TO MINIMIZE DISTURBED AREAS. FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL. MULCH ANCHORING REQUIREMENTS ON SLOPES GREATER THEN 3 PERCENT, STRAW MULCH WILL BE FIRMLY ANCHORED INTO SOIL UTILIZING ONE OF THE FOLLOWING METHODS: -CRIMPING WITH A STRAIGHT OR NOTCHED MULCH CRIMPING TOOL; -TRACK WALKING WITH DEEP-CLEATED EQUIPMENT OPERATING UP AND DOWN THE SLOPE (MULCH CRIMPED PERPENDICULAR TO THE SLOPE) ON SLOPES <25 PERCENT; -APPLICATION OF MULCH NETTING; -APPLICATION OF 500 LB./ACRE OF WOOD FIBER MULCH OVER STRAW/HAY MULCH; AND -COMMERCIALLY AVAILABLE TACKIFIERS (EXCEPT WITHIN 100 FEET OF WATERBODIES OR WETLANDS). CONSTRUCTION LITTER CONTROL DURING CONSTRUCTION, ALL WRAPPING, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE DISPOSED OFPROPERLY BY USE OF DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY DURING CONSTRUCTION. ISSUED FOR PERMITTING 200'100' C-12 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 9 - 1 4 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 9 , 2 0 2 5 - 1 : 1 0 P M - - - L A Y O U T : C - 1 2 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 ISSUED FOR PERMITTING NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION 200'100' C-13 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 9 - 1 4 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 9 , 2 0 2 5 - 1 : 1 0 P M - - - L A Y O U T : C - 1 3 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 ISSUED FOR PERMITTING NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION 200'100' C-14 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ C - 0 9 - 1 4 _ S R E S o u t h o l d _ D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 9 , 2 0 2 5 - 1 : 1 1 P M - - - L A Y O U T : C - 1 4 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 ISSUED FOR PERMITTING NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION D Appendix D – Environmental Background Information -USDA NRCS Soil Resource Report - -Northeast Regional Climate Center’s Extreme Precipitation Tables - D Appendix D – USDA NRCS Soil Resource Report United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report forSuffolk County, New YorkNaturalResourcesConservationService February 16, 2024 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 Suffolk County, New York................................................................................13 CpE—Carver and Plymouth soils, 15 to 35 percent slopes........................13 HaA—Haven loam, 0 to 2 percent slopes...................................................15 HaB—Haven loam, 2 to 6 percent slopes...................................................16 Ma—Made land...........................................................................................18 PlA—Plymouth loamy coarse sand, 0 to 3 percent slopes..........................18 PlB—Plymouth loamy coarse sand, 3 to 8 percent slopes..........................20 PlC—Plymouth loamy coarse sand, 8 to 15 percent slopes.......................22 RdA—Riverhead sandy loam, 0 to 3 percent slopes...................................24 RdC—Riverhead sandy loam, 8 to 15 percent slopes................................25 References............................................................................................................27 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource ReportSoil Map 45 4 4 4 0 0 45 4 4 6 0 0 45 4 4 8 0 0 45 4 5 0 0 0 45 4 5 2 0 0 45 4 5 4 0 0 45 4 5 6 0 0 45 4 5 8 0 0 45 4 4 4 0 0 45 4 4 6 0 0 45 4 4 8 0 0 45 4 5 0 0 0 45 4 5 2 0 0 45 4 5 4 0 0 45 4 5 6 0 0 45 4 5 8 0 0 709500 709700 709900 710100 710300 710500 710700 709700 709900 710100 710300 710500 710700 41° 2' 14'' N 72 ° 3 0 ' 2 8 ' ' W 41° 2' 14'' N 72 ° 2 9 ' 3 5 ' ' W 41° 1' 21'' N 72 ° 3 0 ' 2 8 ' ' W 41° 1' 21'' N 72 ° 2 9 ' 3 5 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0350700 1400 2100Feet 0100200 400 600Meters Map Scale: 1:7,880 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. 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 ServiceWeb 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: Suffolk County, New YorkSurvey Area Data: Version 21, Sep 6, 2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: May 10, 2023—May 11, 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. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CpE Carver and Plymouth soils, 15 to 35 percent slopes 3.4 2.4% HaA Haven loam, 0 to 2 percent slopes 47.9 33.8% HaB Haven loam, 2 to 6 percent slopes 16.7 11.8% Ma Made land 16.7 11.8% PlA Plymouth loamy coarse sand, 0 to 3 percent slopes 26.5 18.7% PlB Plymouth loamy coarse sand, 3 to 8 percent slopes 11.7 8.3% PlC Plymouth loamy coarse sand, 8 to 15 percent slopes 3.5 2.5% RdA Riverhead sandy loam, 0 to 3 percent slopes 10.2 7.2% RdC Riverhead sandy loam, 8 to 15 percent slopes 5.0 3.5% Totals for Area of Interest 141.6 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the Custom Soil Resource Report 11 scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 Suffolk County, New York CpE—Carver and Plymouth soils, 15 to 35 percent slopes Map Unit Setting National map unit symbol: 2zggy Elevation: 0 to 390 feet Mean annual precipitation: 40 to 52 inches Mean annual air temperature: 52 to 59 degrees F Frost-free period: 190 to 250 days Farmland classification: Not prime farmland Map Unit Composition Carver and similar soils:45 percent Plymouth, loamy coarse sand, and similar soils:40 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Carver Setting Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope, tread Down-slope shape:Linear, convex Across-slope shape:Linear Parent material:Sandy glaciofluvial deposits Typical profile Oi - 0 to 2 inches: slightly decomposed plant material Oe - 2 to 3 inches: moderately decomposed plant material A - 3 to 7 inches: coarse sand E - 7 to 10 inches: coarse sand Bw1 - 10 to 15 inches: coarse sand Bw2 - 15 to 28 inches: coarse sand BC - 28 to 32 inches: coarse sand C - 32 to 67 inches: coarse sand Properties and qualities Slope:15 to 35 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very high (1.42 to 14.17 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Custom Soil Resource Report 13 Ecological site: F149BY005MA - Dry Outwash Hydric soil rating: No Description of Plymouth, Loamy Coarse Sand Setting Landform:Outwash plains, hills, moraines Landform position (two-dimensional):Summit, shoulder, backslope, footslope Landform position (three-dimensional):Head slope, side slope, crest, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Parent material:Siliceous sandy and gravelly glaciofluvial deposits and/or sandy and gravelly supraglacial meltout till Typical profile Oi - 0 to 1 inches: slightly decomposed plant material Oe - 1 to 2 inches: moderately decomposed plant material A - 2 to 3 inches: loamy coarse sand E - 3 to 5 inches: coarse sand Bhs - 5 to 7 inches: cobbly loamy coarse sand Bw1 - 7 to 11 inches: cobbly loamy coarse sand Bw2 - 11 to 22 inches: gravelly coarse sand BC - 22 to 31 inches: gravelly coarse sand C1 - 31 to 43 inches: gravelly coarse sand C2 - 43 to 66 inches: coarse sand Properties and qualities Slope:15 to 35 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very high (1.42 to 14.17 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: F149BY005MA - Dry Outwash Hydric soil rating: No Minor Components Montauk, sandy variant Percent of map unit:5 percent Landform:Moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope Down-slope shape:Convex, linear Across-slope shape:Convex Ecological site:F149BY009MA - Well Drained Dense Till Uplands Hydric soil rating: No Custom Soil Resource Report 14 Riverhead Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope, tread Down-slope shape:Linear, convex Across-slope shape:Linear Ecological site:F149BY006NY - Well Drained Outwash Hydric soil rating: No Haven Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope, tread Down-slope shape:Convex Across-slope shape:Linear Ecological site:F149BY006NY - Well Drained Outwash Hydric soil rating: No HaA—Haven loam, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 9x6v Elevation: 0 to 310 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 150 to 225 days Farmland classification: All areas are prime farmland Map Unit Composition Haven and similar soils:75 percent Minor components:25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Haven Setting Landform:Outwash plains Landform position (two-dimensional):Summit Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape:Convex Parent material:Loamy glaciofluvial deposits over sandy and gravelly glaciofluvial deposits Typical profile Oa - 0 to 2 inches: highly decomposed plant material H1 - 2 to 5 inches: loam Custom Soil Resource Report 15 H2 - 5 to 19 inches: loam BC - 19 to 28 inches: gravelly loam C - 28 to 60 inches: stratified gravelly sand Properties and qualities Slope:0 to 2 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Low (about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 1 Hydrologic Soil Group: B Ecological site: F149BY006NY - Well Drained Outwash Hydric soil rating: No Minor Components Scio Percent of map unit:5 percent Hydric soil rating: No Montauk Percent of map unit:5 percent Hydric soil rating: No Unnamed soils, gravelly Percent of map unit:5 percent Hydric soil rating: No Riverhead Percent of map unit:5 percent Hydric soil rating: No Bridgehampton Percent of map unit:5 percent Hydric soil rating: No HaB—Haven loam, 2 to 6 percent slopes Map Unit Setting National map unit symbol: 9x6w Elevation: 0 to 330 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 150 to 225 days Custom Soil Resource Report 16 Farmland classification: All areas are prime farmland Map Unit Composition Haven and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Haven Setting Landform:Outwash plains Landform position (two-dimensional):Summit Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape:Convex Parent material:Loamy glaciofluvial deposits over sandy and gravelly glaciofluvial deposits Typical profile Oa - 0 to 2 inches: highly decomposed plant material H1 - 2 to 5 inches: loam H2 - 5 to 19 inches: loam BC - 19 to 28 inches: gravelly loam C - 28 to 60 inches: stratified gravelly sand Properties and qualities Slope:2 to 6 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 1.98 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Low (about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B Ecological site: F149BY006NY - Well Drained Outwash Hydric soil rating: No Minor Components Riverhead Percent of map unit:8 percent Hydric soil rating: No Bridgehampton Percent of map unit:5 percent Hydric soil rating: No Montauk Percent of map unit:5 percent Hydric soil rating: No Custom Soil Resource Report 17 Haven, thick surface Percent of map unit:2 percent Hydric soil rating: No Ma—Made land Map Unit Setting National map unit symbol: 9x6z Elevation: 100 to 1,600 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 150 to 225 days Farmland classification: Not prime farmland Map Unit Composition Made land:100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Made Land Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydric soil rating: No PlA—Plymouth loamy coarse sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2zgh0 Elevation: 0 to 260 feet Mean annual precipitation: 40 to 52 inches Mean annual air temperature: 52 to 59 degrees F Frost-free period: 190 to 250 days Farmland classification: Farmland of statewide importance Map Unit Composition Plymouth, loamy coarse sand, and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Plymouth, Loamy Coarse Sand Setting Landform:Outwash plains, hills, moraines Landform position (two-dimensional):Summit, shoulder, backslope, footslope Custom Soil Resource Report 18 Landform position (three-dimensional):Head slope, side slope, crest, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Parent material:Siliceous sandy and gravelly glaciofluvial deposits and/or sandy and gravelly supraglacial meltout till Typical profile Oi - 0 to 1 inches: slightly decomposed plant material Oe - 1 to 2 inches: moderately decomposed plant material A - 2 to 3 inches: loamy coarse sand E - 3 to 5 inches: coarse sand Bhs - 5 to 7 inches: cobbly loamy coarse sand Bw1 - 7 to 11 inches: cobbly loamy coarse sand Bw2 - 11 to 22 inches: gravelly coarse sand BC - 22 to 31 inches: gravelly coarse sand C1 - 31 to 43 inches: gravelly coarse sand C2 - 43 to 66 inches: coarse sand Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very high (1.42 to 14.17 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 1 Hydrologic Soil Group: A Ecological site: F149BY005MA - Dry Outwash Hydric soil rating: No Minor Components Carver Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Side slope, crest, tread Down-slope shape:Linear, convex Across-slope shape:Linear Ecological site:F149BY005MA - Dry Outwash Hydric soil rating: No Riverhead Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope, tread Down-slope shape:Linear, convex Across-slope shape:Linear Custom Soil Resource Report 19 Ecological site:F149BY006NY - Well Drained Outwash Hydric soil rating: No Montauk, sandy variant Percent of map unit:5 percent Landform:Moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope Down-slope shape:Convex, linear Across-slope shape:Convex Ecological site:F149BY009MA - Well Drained Dense Till Uplands Hydric soil rating: No Barnstable Percent of map unit:5 percent Landform:Moraines on outwash plains Landform position (two-dimensional):Summit, shoulder, backslope, footslope Landform position (three-dimensional):Head slope, side slope, crest, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Ecological site:F149BY011MA - Well Drained Till Uplands Hydric soil rating: No PlB—Plymouth loamy coarse sand, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2zggz Elevation: 0 to 290 feet Mean annual precipitation: 40 to 52 inches Mean annual air temperature: 52 to 59 degrees F Frost-free period: 190 to 250 days Farmland classification: Farmland of statewide importance Map Unit Composition Plymouth, loamy coarse sand, and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Plymouth, Loamy Coarse Sand Setting Landform:Outwash plains, hills, moraines Landform position (two-dimensional):Summit, shoulder, backslope, footslope Landform position (three-dimensional):Head slope, side slope, crest, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Parent material:Siliceous sandy and gravelly glaciofluvial deposits and/or sandy and gravelly supraglacial meltout till Typical profile Oi - 0 to 1 inches: slightly decomposed plant material Custom Soil Resource Report 20 Oe - 1 to 2 inches: moderately decomposed plant material A - 2 to 3 inches: loamy coarse sand E - 3 to 5 inches: coarse sand Bhs - 5 to 7 inches: cobbly loamy coarse sand Bw1 - 7 to 11 inches: cobbly loamy coarse sand Bw2 - 11 to 22 inches: gravelly coarse sand BC - 22 to 31 inches: gravelly coarse sand C1 - 31 to 43 inches: gravelly coarse sand C2 - 43 to 66 inches: coarse sand Properties and qualities Slope:3 to 8 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very high (1.42 to 14.17 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: A Ecological site: F149BY005MA - Dry Outwash Hydric soil rating: No Minor Components Riverhead Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope, tread Down-slope shape:Linear, convex Across-slope shape:Linear Ecological site:F149BY006NY - Well Drained Outwash Hydric soil rating: No Carver Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Side slope, crest, tread Down-slope shape:Linear, convex Across-slope shape:Linear Ecological site:F149BY005MA - Dry Outwash Hydric soil rating: No Montauk, sandy variant Percent of map unit:5 percent Landform:Moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope Custom Soil Resource Report 21 Down-slope shape:Convex, linear Across-slope shape:Convex Ecological site:F149BY009MA - Well Drained Dense Till Uplands Hydric soil rating: No Barnstable Percent of map unit:5 percent Landform:Moraines on outwash plains Landform position (two-dimensional):Summit, shoulder, backslope, footslope Landform position (three-dimensional):Head slope, side slope, crest, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Ecological site:F149BY011MA - Well Drained Till Uplands Hydric soil rating: No PlC—Plymouth loamy coarse sand, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 2yldy Elevation: 0 to 310 feet Mean annual precipitation: 40 to 52 inches Mean annual air temperature: 52 to 59 degrees F Frost-free period: 190 to 250 days Farmland classification: Not prime farmland Map Unit Composition Plymouth, loamy coarse sand, and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Plymouth, Loamy Coarse Sand Setting Landform:Outwash plains, hills, moraines Landform position (two-dimensional):Summit, shoulder, backslope, footslope Landform position (three-dimensional):Crest, side slope, head slope, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Parent material:Siliceous sandy and gravelly glaciofluvial deposits and/or sandy and gravelly supraglacial meltout till Typical profile Oi - 0 to 1 inches: slightly decomposed plant material Oe - 1 to 2 inches: moderately decomposed plant material A - 2 to 3 inches: loamy coarse sand E - 3 to 5 inches: coarse sand Bhs - 5 to 7 inches: cobbly loamy coarse sand Bw1 - 7 to 11 inches: cobbly loamy coarse sand Bw2 - 11 to 22 inches: gravelly coarse sand BC - 22 to 31 inches: gravelly coarse sand Custom Soil Resource Report 22 C1 - 31 to 43 inches: gravelly coarse sand C2 - 43 to 66 inches: coarse sand Properties and qualities Slope:8 to 15 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very high (1.42 to 14.17 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A Ecological site: F149BY005MA - Dry Outwash Hydric soil rating: No Minor Components Riverhead Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope, tread Down-slope shape:Linear, convex Across-slope shape:Linear Hydric soil rating: No Montauk, sandy variant Percent of map unit:5 percent Landform:Moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Crest, side slope Down-slope shape:Convex, linear Across-slope shape:Convex Ecological site:F149BY009MA - Well Drained Dense Till Uplands Hydric soil rating: No Carver Percent of map unit:5 percent Landform:Outwash plains, moraines Landform position (two-dimensional):Summit, shoulder Landform position (three-dimensional):Side slope, crest, tread Down-slope shape:Linear, convex Across-slope shape:Linear Ecological site:F149BY005MA - Dry Outwash Hydric soil rating: No Barnstable Percent of map unit:5 percent Landform:Moraines on outwash plains Custom Soil Resource Report 23 Landform position (two-dimensional):Summit, shoulder, backslope, footslope Landform position (three-dimensional):Head slope, side slope, crest, tread Down-slope shape:Linear, concave, convex Across-slope shape:Linear, concave, convex Hydric soil rating: No RdA—Riverhead sandy loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 9x7q Elevation: 0 to 280 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 150 to 225 days Farmland classification: All areas are prime farmland Map Unit Composition Riverhead and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Riverhead Setting Landform:Outwash plains, moraines Landform position (two-dimensional):Summit Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape:Convex Parent material:Loamy glaciofluvial deposits overlying stratified sand and gravel Typical profile H1 - 0 to 12 inches: sandy loam H2 - 12 to 27 inches: sandy loam H3 - 27 to 35 inches: gravelly loamy sand H4 - 35 to 65 inches: stratified coarse sand to gravelly sand Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):High (1.98 to 5.95 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2s Custom Soil Resource Report 24 Hydrologic Soil Group: A Ecological site: F149BY006NY - Well Drained Outwash Hydric soil rating: No Minor Components Plymouth Percent of map unit:5 percent Hydric soil rating: No Sudbury Percent of map unit:5 percent Hydric soil rating: No Haven Percent of map unit:5 percent Hydric soil rating: No Montauk, sandy variant Percent of map unit:3 percent Hydric soil rating: No Riverhead, silt loam layers Percent of map unit:2 percent Hydric soil rating: No RdC—Riverhead sandy loam, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 9x7s Elevation: 0 to 380 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 150 to 225 days Farmland classification: Farmland of statewide importance Map Unit Composition Riverhead and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Riverhead Setting Landform:Outwash plains, moraines Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape:Convex Parent material:Loamy glaciofluvial deposits overlying stratified sand and gravel Custom Soil Resource Report 25 Typical profile H1 - 0 to 12 inches: sandy loam H2 - 12 to 27 inches: sandy loam H3 - 27 to 35 inches: gravelly loamy sand H4 - 35 to 65 inches: stratified coarse sand to gravelly sand Properties and qualities Slope:8 to 15 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):High (1.98 to 5.95 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A Ecological site: F149BY006NY - Well Drained Outwash Hydric soil rating: No Minor Components Haven Percent of map unit:5 percent Hydric soil rating: No Montauk Percent of map unit:5 percent Hydric soil rating: No Plymouth Percent of map unit:5 percent Hydric soil rating: No Riverhead, eroded Percent of map unit:3 percent Hydric soil rating: No Riverhead, till substratum Percent of map unit:2 percent Hydric soil rating: No Custom Soil Resource Report 26 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 27 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 28 D Appendix D – Northeast Regional Climate Center’s Extreme Precipitation Tables E Appendix E – Personnel Contact List SWPPP Construction Contact List Name Title/Role Company Phone Number Project Engineer Project Field Construction Coordinator Project Environmental Engineer Division Environmental Engineer (Spill Reporting) SWPPP Preparer Qualified Inspector F Appendix F – Standards and Specifications for Erosion and Sediment Controls GENERAL NOTES FOR CONTRACTORPROJECT DES C R I P T I O N 1.THE CONTRACTOR WILL COMPLETE ALL WORK TO THE SATISFACTION OF SUMMIT RIDGE ENERGY(SRE) IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THESE PLANS DO NOT COMPLETELYPROVIDE SPECIFIC INSTRUCTIONS/MEANS AND METHODS REQUIRED TO SEQUENTIALLY BUILD THESOLAR PROJECT. THE CONTRACTOR SHALL CONSTRUCT ALL SITE FEATURES SHOWN ON THESEPLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS APPLICABLE ATTHE TIME OF CONSTRUCTION.2.THE CONTRACTOR SHALL ACCEPT THE SITE AS IT EXISTS AT THE TIME OF THE EPCA SIGNATURE.THE CONTRACTOR WILL DETERMINE THE QUANTITY OF WORK NECESSARY TO COMPLETE THEPROJECT. SRE MAKES NO GUARANTEE WITH REGARDS TO THE ACCURACY OF OF THE SURVEYINFORMATION OBTAINED DURING THE DUE DILIGENCE STAGE. THE CONTRACTOR WILLTHOROUGHLY INSPECT THE SITE PRIOR TO BID IN ORDER TO FIELD VERIFY EXISTING SITECONDITIONS; CORRELATE CONDITIONS WITH THE DRAWINGS; AND, RESOLVE ANY POSSIBLECONSTRUCTION CONFLICTS WITH SRE PRIOR TO MOBILIZATION. THE CONTRACTOR SHALLPERFORM ADDITIONAL TOPOGRAPHIC SURVEYS HE/SHE DEEMS NECESSARY.3.THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR INFORMATION (RFI) TO SRE PRIORTO CONSTRUCTION OF ANY MODIFIED PROJECT ELEMENT. THE RFI SHALL BE IN AN ACCEPTABLEFORMAT TO PROJECT MANAGER AND WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE WORK ITEMS CONSTRUCTED DIFFERENTLYTHAN INTENDED OR AS DEPICTED ON THE PLANS.4.THERE MAT BE ADDITIONAL NOTES, SPECIFICATIONS, AND REQUIREMENTS CONTAINEDTHROUGHOUT THE PLAN SET AS WELL AS REFERENCES TO SPECIFICATIONS FROM APPLICABLEGOVERNING AUTHORITIES AND INDUSTRY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITYTO OBTAIN, REVIEW AND ADHERE TO ALL THESE DOCUMENTS.5.CONTRACTOR IS CAUTIONED THAT ALL CONSTRUCTION STAKEOUT FOR THIS PROJECT MUST BECOMPLETED FROM THE SITE SPECIFIC SURVEY CONTROL (HORIZONTAL AND VERTICAL) UPONWHICH THE DESIGN IS BASED. THE CONTRACTOR SHOULD NOT RELY ON OR RE-ESTABLISH SURVEYCONTROL BY GPS OR OTHER METHODS FOR USE IN CONSTRUCTION STAKEOUT OR ANY OTHERPURPOSE FOR THIS PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING HORIZONTAL ORVERTICAL DATA SHOWN ON THESE DRAWINGS AND THAT ENCOUNTERED IN THE FIELD MUST BEREPORTED TO THE DESIGN TEAM PRIOR TO CONSTRUCTION FOR RESOLUTION.6.UNDERGROUND UTILITIES AND INFRASTRUCTURE ARE LOCATED IN OR NEAR THE SITE AND MAY BEPRESENT IN AREAS OF PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYINGAND LOCATING UNDERGROUND UTILITIES AND INFRASTRUCTURE PRIOR TO WORK. IF CONFLICTSWITH PROPOSED WORK ARE OBSERVED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY FORREVIEW. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING ADJACENT TO EXISTINGUNDERGROUND UTILITIES AND INFRASTRUCTURE. DAMAGED UTILITIES AND INFRASTRUCTURESHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.ABBREVIATION S THE PROJECT INVOLVES THE CONSTR U C T I O N O F A N A P P R O X I M A T E L Y 4 . 6 0 M E G A W A T T D I R E C T C U R R E N T ( D C ) , 3.06 MEGAWATT ALTERNATING CURR E N T ( A C ) F I X E D T I L T S O L A R S Y S T E M O N T H E P R E V I O U S S O U T H H O L D L A N D FILL IN SUFFOLK COUNTY, N.Y. LOCA T E D O F F O F C O X . L N . S L O P E S O N S I T E V A R Y F R O M ~ 5 - 2 0 % . T H E S O L A R RACKING WILL REST ON CONCRET B A L L A S T B L O C K S A N D L I M I T E D D I S T U R B A N C E T O T H E L A N D F I L L C A P I S ANTICIPATED.THE TOWN OF SOUTHOLD INITIATED O P E R A T I O N S A T T H E L A N D F I L L I N 1 9 2 0 F O R T H E D I S P O S A L O F M U N I C I P A L SOLID WASTE, REFUSE, DEBRIS AND S C A V E N G E R W A S T E . I T W A S O P E R A T E D C O N T I N O U S L Y U N T I L 1 9 9 3 W H E N I T WAS CLOSED AND CAPPED. THE CA P C O N S I S T S O F A 6 " T O P S O I L L A Y E R , A B A R R I E R P R O T E C T I O N L A Y E R CONSISTING OF 12" OF CLEAN FILL, A G E O C O M P O S I T E D R A I N A G E L A Y E R , A G E O M E M B R A N E C A P , A N D A G A S VENTING LAYER CONSISTING OF SAND . T H E C A P I S C O N S T R U C T E D O N A P P R O X I M A T E L Y 2 . 5 F E E T O F C O M P A C T E D SILTY SAND WITH UP TO 10 FEET OF C O M P A C T E D F I L L . D U R I N G C L O S U R E , A M I N I M U M O F 1 8 I N C H E S O F S O I L COVER WAS PLACED OVER THE GEOME M B R A N E , T H E M I N I M U M F I N A L C O V E R T H I C K N E S S I S T O B E M A I N T A I N E D . VI C I N I T Y M A P SC A L E : 1 " = 4 , 0 0 0 F T APPLICABLE CODES AND STANDARDSDRAWING INDEXPROJECT DIREC T O R Y PROJECT OWNER/APPLICANT:SUMMIT RIDGE ENERGYLANDOWNER:TOWN OF SOUTHOLDAUTHORITY HAVING JURISDICTION:TOWN OF SOUTHOLDELECTRICAL UTILITY:LIPA EP C : CI V I L E N G I N E E R : TR C E N G I N E E R S , I N C . SU R V E Y O R : LA N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , SU R V E Y I N G , A N D L A N D S C A P E A R C H I T E C T U R E , D . P . C . PR O P E R T Y S U M M A R Y PA R E L N O : 1 0 0 0 - 9 6 . - 1 - 1 7 . 5 AD D R E S S : 6 1 5 5 C O X L N , C U T C H O G U E , N Y 1 1 9 3 5 LO C A T I O N : 4 1 . 0 3 1 0 0 4 , - 7 2 . 4 9 9 1 9 8 OW N E R TO W N O F S O U T H O L D CO U N T Y : S U F F O L K LO T S I Z E : 6 0 . 0 2 A C ZO N I N G : L I ( L I G H T I N D U S T R I A L ) EX I S T I N G U S E : C A P P E D L A N D F I L L A N D M U N I C I P A L W A S T E T R A N S F E R S T A T I O N PR O P O S E D U S E : S O L A R E N E R G Y G E N E R A T I O N LI M I T S O F D I S T U R B A N C E : ~ 3 9 . 8 7 A C AP P R O X I M A T E S I T E A V E R A G E E L E V A T I O N : 7 0 ' 10 0 ' 20 ' 40 ' 70 ' 8' S E T B A C K S FR O N T : SI D E : SI D E ( B O T H ) : RE A R : N/ A N/ A N/ A N/ AN/ A MI N I M U M Y A R D S E T B A C K RE Q U I R E D EX I S T I N G PR O P O S E D MA X I M U M P V P A N E L H E I G H T *R E Q U I R E D S E T B A C K S P E R S E C T I O N 2 8 0 - 6 2 O F T H E S O U T H O L D C O D E 14 6 ' 13 6 ' 27 1 ' 78 ' 8' AHJ AUTHORITY HAVING JURIS D I C T I O N APPROXAPPROXIMATELYBLDGBUILDINGCBWCOLLECTOR BANDWIDTHCLCENTERLINECMPCORRUGATED METAL PIPEDEMODEMOLISHDIADIAMETEREL/ELEVELEVATIONEX EXISTINGFTFIXED TILTGALVGALVANIZEDGCR GROUND COVERAGE RATI O HDPEHIGH DENSITY POLYETHYL E N E IDINSIDE DIAMETERININCHESIFCINTERNATIONAL FIRE COD E ILRINVERTER LOADING RATIO IN V I N V E R T IR S I N T E R R O W S P A C I N G LA T L A T I T U D E LO N G L O N G I T U D E MO D M O D U L E S NE C N A T I O N A L E L E C T R I C A L C O D E NT S N O T T O S C A L E OA E O R A P P R O V E D E Q U A L OC O N C E N T E R OD O U T S I D E D I A M E T E R PA G P O S T A B O V E G R A D E PO I P O I N T O F I N T E R C O N N E C T I O N PV P H O T O V O L T A T I C PV C P O L Y V I N Y L C H L O R I D E SA T S I N G L E A X I S T R A C K E R SC H S C H E D U L E TT H T O R Q U E T U B E H E I G H T TY P T Y P I C A L C-01COVER SHEETC-02 EXISTING CONDITIONSC-03 EROSION & SEDIMENT CONTROL PLANC-04 DETAILSC-05 NOTES AZIMUTH 18 0 ° 20 ° HANW H A Q . P E A K D U O XL - G 1 1 . 3 / B F G 58 0 24 66 2 7, 9 4 4 66 2 ( 2 X 6 ) 39 . 8 0 24 . 8 0 0. 3 8 MODULEMODULE POWER (W)TILT ANGLE STRING LENGTHSTRING QUANTITYMODULE QUANTITYRACKING QUANTITYPITCH (FT)INTER-ROW SPACING (FT)GROUND COVERAGE RATIO SIE M E N S K A C O BLUEPL A N E T 1 2 5 - T L 3 - I N T INVERTER25, D E R A T E D 9 8 % INVERTER QUANTITY 4, 6 0 7 . 5 2 3, 0 6 7 1. 5 0 DC SYSTEM SIZE (kW)AC SYSTEM SIZE (kW)DC/AC RATIOALL THAT CERTAIN PLOT, PIECE OR P A R C E L O F L A N D , S I T U A T E , L Y I N G A N D B E I N G I N =CUTCHOGUE, TOWN OF SOUTHHO L D , C O U N T Y O F S U F F O L K , S T A T E O F N E W Y O R K , B O U N D A N D D E S I G N A T E D A S F O L L O W S : BEGINING AT A POINT BEING THE IN T E R S E C T I O N O F T H E N O R T H E R L Y R . O . W . L I N E O F M A I N R D ( C R - 4 8 ) W I T H T H E W E S T E R N L Y R . O . W . L I N E O F C O X L A THEN THENCE NORTH WESTERNLY 3 6 9 ± F E E T T O T H E P O I N T O R P L A C E O F B E G I N I N G , T H E N C E T H E F O L L O W I N G T W E N T Y - S E V E N ( 2 7 ) C O U R S E S A N D DISTANCESTHENCE SOUTH 27 DEGREES 31 MIN U T E S 4 6 S E C O N D S W E S T F O R A D I S T A N C E O F 7 0 4 . 0 3 F E E T ; T H E N C E S O U T H 5 8 D E G R E E S 5 6 M I N U T E S 2 4 S E C O N D S WEST FOR A DISTANCE OF 180.71 FE E T ' ; T H E N C E S O U T H 2 1 D E G R E E S 3 5 M I N U T E S 2 6 S E C O N D S W E S T F O R A D I S T A N C E O F 4 3 7 . 4 2 F E E T ; T H E N C E S O U T H 62 DEGREES 23 MINUTES 24 SECON D S E A S T F O R A D I S T A N C E O F 2 4 3 . 6 0 F E E T ; T H E N C E S O U T H 2 3 D E G R E E S 5 9 M I N U T E S 4 6 S E C O N D S W E S T F O R A DISTANCE OF 316.73 FEET; THENCE N O R T H 3 9 D E G R E E S 2 8 M I N U T E S 1 4 S E C O N D S W E S T F O R A D I S T A N C E O F 7 5 . 5 8 F E E T ; T H E N C E N O R T H 5 8 D E G R E E S 0 1 MINUTES 34 SECONDS WEST FOR A D I S T A N C E O F 4 0 9 . 2 9 F E E T ; T H E N C E S O U T H 1 9 D E G R E E S 2 7 M I N U T E S 3 0 S E C O N D S W E S T F O R A D I S T A N C E O F 3 0 1 . 2 9 FEET; THENCE SOUTH 56 DEGREES 5 8 M I N U T E S 2 4 S E C O N D S E A S T F O R A D I S T A N C E O F 1 0 3 . 1 2 F E E T ; T H E N C E S O U T H 2 5 D E G R E E S 0 6 M I N U T E S 1 6 SECONDS WEST FOR A DISTANCE O F 3 1 2 . 1 8 F E E T ; T H E N C E N O R T H 5 5 D E G R E E S 2 2 M I N U T E S 3 4 S E C O N D S W E S T F O R A D I S T A N C E O F 2 2 . 6 6 F E E T ; T H E N C E NORTH 56 DEGREES 31 MINUTES 24 S E C O N D S W E S T F O R A D I S T A N C E O F 4 8 0 . 8 0 F E E T ; T H E N C E N O R T H 5 5 D E G R E E S 1 6 M I N U T E S 2 4 S E C O N D S W E S T F O R A DISTANCE OF 965.23 FEET; THENC E N O R T H 3 1 D E G R E E S 4 1 M I N U T E S 2 6 S E C O N D S E A S T F O R A D I S T A N C E O F 5 5 8 . 7 7 F E E T ; T H E N C E N O R T H 5 7 D E G R E E S 55 MINUTES 34 SECONDS WEST FOR A D I S T A N C E O F 5 1 8 . 7 1 F E E T ; T H E N C E N O R T H 5 8 D E G R E E S 2 4 M I N U T E S 5 6 S E C O N D S E A S T F O R A D I S T A N C E O F 387.99 FEET; THENCE NORTH 59 DEG R E E S 1 5 M I N U T E S 0 9 S E C O N D S W E S T F O R A D I S T A N C E O F 4 6 9 . 5 4 F E E T ; T H E N C E N O R T H 3 0 D E G R E E S 4 4 M I N U T E S 5 1 SECONDS EAST FOR A DISTANCE O F 6 9 4 . 1 0 F E E T ; T H E N C E S O U T H 6 2 D E G R E E S 0 9 M I N U T E S 4 4 S E C O N D S E A S T F O R A D I S T A N C E O F 5 0 7 . 8 9 F E E T ; T H E N C E SOUTH 43 DEGREES 09 MINUTES 16 S E C O N D S W E S T F O R A D I S T A N C E O F 3 0 3 . 7 0 F E E T ; T H E N C E S O U T H 5 8 D E G R E E S 4 2 M I N U T E S 4 4 S E C O N D S E A S T F O R A DISTANCE OF 203.19 FEET; THENC E S O U T H 5 9 D E G R E E S 3 3 M I N U T E S 3 4 S E C O N D S E A S T F O R A D I S T A N C E O F 8 2 6 . 2 3 F E E T ; T H E N C E S O U T H 8 7 D E G R E E S 56 MINUTES 46 SECONDS WEST FOR A D I S T A N C E O F 3 6 . 9 F E E T ; T H E N C E S O U T H 2 1 D E G R E E S 1 0 M I N U T E S 1 6 S E C O N D S W E S T F O R A D I S T A N C E O F 1 0 1 . 2 8 FEET; THENCE SOUTH 87 DEGREES 5 6 M I N U T E S 4 6 S E C O N D S W E S T F O R A D I S T A N C E O F 4 4 1 . 2 8 F E E T ; T H E N C E N O R T H 2 7 D E G R E E S 3 1 M I N U T E S 4 6 SECONDS EAST FOR A DISTANCE O F 7 0 0 . 9 7 F E E T ; T H E N C E S O U T H 6 2 D E G R E E S 2 8 M I N U T E S 1 4 S E C O N D S E A S T F O R A D I S T A N C E O F 6 1 . 5 2 F E E T ; T O T H E POINT OF PLACE OF BEGINNING.PARCEL AREA L E G A L D E S C R I P T I O N TO W N O F S O U T H O L D 61 5 5 C O X L A N E CU T C H O G U E , N Y 1 1 9 3 5 SO L A R P R O J E C T SO U T H O L D L A N D F I L L EROS I O N & S E D I M E N T C O N T R O L P L A N ~2 LEADING EDGE (FT)INCLUDING BUT NOT LIMITED TO:-TOWN OF SOUTHOLD CODE (IN PARTICULAR SECTION 280 & SWM PROGRAMREQUIREMENTS)-NYSDEC REQUIREMENTS-NYSDEC MEMORANDUM, DATED APRIL 6, 2018 REGARDING STORMWATER/SWPPP GUIDANCE-NYSDEC EROSION AND SEDIMENT CONTROL HANDBOOK (BLUEBOOK)PV ARRAY SU M M A R Y AD D I T I O N A L N O T E S 1. T H E P R O J E C T H O R I Z O N T A L C O O R D I N A T E S S Y S T E M I S B A S E D O N N A D 8 3 N E W Y O R K S T A T E P L A N E ( U S S U R V E Y F E E T , E A S T Z O N E , N Y 8 3 - E ) . E L E V A T I O N S A R E B A S E D O N N A V D 8 8 ( U S S U R V E Y F E E T ) . 2. T O P O G R A P H Y S H O W N O N T H E S E P L A N S W A S C O M P L E T E D B Y L A N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , S U R V E Y I N G A N D L A N D A R C H I T E C T U R E D . P . C . U S I N G A B A S E & R O V E R R T K G P S S Y S T E M T O D E V E L O P C O N T O U R S A T A 1 F O O T IN T E R V A L . 3. P R O J E C T P R O P E R T Y B O U N D A R I E S A R E 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 B Y L A N D D E S I G N A S S O C I A T E S E N G I N E E R I N G , S U R V E Y I N G A N D L A N D A R C H I T E C T U R E D . P . C . L A N D S U R V E Y I N G F R O M A S U R V E Y C O M P L E T E D I N J A N U A R Y 2 0 2 3 . 4. E X I S T I N G U T I L I T I E S A R E A P P R O X I M A T E A N D S H O U L D B E V E R I F I E D B Y C O N T R A C T O R . D I G S A F E L Y N E W Y O R K ( 8 1 1 ) S H A L L B E N O T I F I E D A M I N I M U M O F 7 2 - H O U R S P R I O R T O C O M M E N C I N G A N Y E X C A V A T I O N . 5. N O P A R T O F T H E S U B J E C T P R O P E R T Y L I E S I N A S P E C I A L F L O O D H A Z A R D A R E A O R F L O O D H A Z A R D O R F L O O D P L A I N , H O W E V E R D E S I G N A T E D , A S D E T E R M I N E D B Y O R I N A C C O R D A N C E W I T H C R I T E R I A E S T A B L I S H E D B Y T H E F E D E R A L IN S U R A N C E A D M I N I S T R A T I O N O R A S D E F I N E D B Y O R I N A C C O R D A N C E W I T H C R I T E R I A E S T A B L I S H E D B Y A N Y G O V E R N M E N T A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . ( F L O O D Z O N E X ) 6. T H I S I S A P R E L I M I N A R Y D E S I G N P L A N P R O V I D E D F O R P E R M I T T I N G O N L Y . F I N A L D E S I G N S H A L L B E M O D I F I E D T O S U P P O R T C O N S T R U C T I O N , M A T C H F I N A L E L E C T R I C A L I N T E R C O N N E C T I O N S T U D I E S , E Q U I P M E N T P U R C H A S E D , A N D PO S S I B L E P E R M I T C O N S T R A I N T S R E V E A L E D D U R I N G P R O J E C T ' S R E V I E W . 7. A L L W O R K D E T A I L E D O N T H E S E P L A N S S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E P R O J E C T S P E C I F I C A T I O N S , A N D A N Y O T H E R A P P L I C A B L E T E C H N I C A L R E P O R T S . W H E R E I N D I C A T E D , S T A T E A N D / O R L O C A L C O D E S A N D ST A N D A R D S P E C I F I C A T I O N S S H A L L A P P L Y . 8. T H E C O N T R A C T O R S H A L L A B I D E B Y A L L L O C A L , S T A T E , A N D F E D E R A L L A W S , R U L E S A N D R E G U L A T I O N S W H I C H A P P L Y T O T H E C O N S T R U C T I O N O F T H E S E I M P R O V E M E N T S , I N C L U D I N G S T A T E A N D F E D E R A L R E Q U I R E M E N T S . 9. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R O T E C T I N G A L L E X I S T I N G U T I L I T Y L I N E S W I T H I N O R A D J A C E N T T O T H E C O N S T R U C T I O N A R E A . A N Y D A M A G E T O E X I S T I N G F A C I L I T I E S C A U S E D B Y C O N S T R U C T I O N A C T I V I T Y S H A L L B E R E P A I R E D OR R E P L A C E D A T T H E C O N T R A C T O R ' S E X P E N S E . 10 . C O N S T R U C T I O N S H A L L N O T O C C U R I N A N Y P U B L I C R I G H T S O F W A Y , P U B L I C O R P R I V A T E E A S E M E N T S , B E Y O N D T H E L I M I T S O F D I S T U R B A N C E , O R O U T S I D E T H E P R O P E R T Y L I M I T S W I T H O U T N E C E S S A R Y P E R M I T S A N D A P P R O V A L S . A N Y PU B L I C O R P R I V A T E P R O P E R T Y O R I M P R O V E M E N T S D A M A G E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P A I R E D T O T H E S A T I S F A C T I O N O F T H E O W N E R A T T H E C O S T O F T H E C O N T R A C T O R . 11 . O V E R N I G H T P A R K I N G O F C O N S T R U C T I O N E Q U I P M E N T S H A L L N O T O B S T R U C T D R I V E W A Y S O R D E S I G N A T E D T R A F F I C L A N E S . T H E C O N T R A C T O R S H A L L N O T S T O R E A N Y E Q U I P M E N T O R M A T E R I A L W I T H I N T H E P U B L I C R I G H T O F W A Y . OV E R N I G H T P A R K I N G O F C O N S T R U C T I O N V E H I C L E S O N P R I V A T E P R O P E R T Y I S T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . 12 . A L L P R O P E R T Y C O R N E R S O R M O N U M E N T S D E S T R O Y E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P L A C E D A T T H E C O N T R A C T O R ' S E X P E N S E . A L L P R O P E R T Y C O R N E R S M U S T B E R E S E T B Y A P R O F E S S I O N A L L A N D S U R V E Y O R L I C E N S E D I N TH E S T A T E O F N E W Y O R K . 13 . C O N T R A C T O R I S R E S P O N S I B L E F O R M A I N T A I N I N G D R A I N A G E T H R O U G H O U T T H E C O N S T R U C T I O N O F T H E P R O J E C T . 14 . C O N T R A C T O R S H A L L F I E L D F I T A L L P R O P O S E D C U L V E R T I N V E R T S T O P R O V I D E P O S I T I V E D R A I N A G E I N T H E D I R E C T I O N O F E X I S T I N G S L O P E S . A L L C U L V E R T S T O B E I N S T A L L E D A T A D E Q U A T E D E P T H S A N D T O D A Y L I G H T . I N L E T S A N D OU T L E T S O F A L L C U L V E R T S T O B E S T A B I L I Z E D W I T H R I P R A P I N A C C O R D A N C E W I T H E R O S I O N C O N T R O L P L A N . 15 . T H E C O N T R A C T O R S H A L L S E C U R E P E R M I T S F R O M T H E S T A T E , C O U N T Y , A N D T O W N A U T H O R I T I E S A S N E C E S S A R Y B E F O R E D R I V I N G C O N S T R U C T I O N E Q U I P M E N T O V E R A N D A C R O S S S T A T E , C O U N T Y O R T O W N M A I N T A I N E D R O A D S . 16 . A L L W O R K I N T H E P U B L I C R I G H T O F W A Y S S H A L L C O N F O R M W I T H T H E N E W Y O R K D E P A R T M E N T O F T R A N S P O R T A T I O N " S T A N D A R D S P E C I F I C A T I O N S , C O N S T R U C T I O N A N D M A T E R I A L S " , D A T E D J A N U A R Y 1 , 2 0 1 9 O R C U R R E N T E D I T I O N . 17 . W E T L A N D S A N D W A T E R C O U R S E S S H O W N I N T H I S P L A N A R E S U B J E C T T O F U T U R E C O N F I R M A T I O N B Y N Y S D E C . 18 . T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L M E A S U R E S F O R T H I S P R O J E C T S H A L L B E I N C O M P L I A N C E W I T H T H E S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N ( S W P P P ) P R E P A R E D F O R T H E P R O J E C T . 19 . T R E E S A N D O T H E R V E G E T A T I O N I N A R E A S O F I D E N T I F I E D C L E A R I N G A N D G R U B B I N G M A Y B E R E D U C E D T O C H I P S B Y T H E U S E O F C H I P P I N G M A C H I N E S O R S T U M P G R I N D E R A N D B E P R E P A R E D F O R U S E A S E R O S I O N C O N T R O L M I X . A L L OT H E R C H I P S A N D W O O D W A S T E R E S U L T I N G F R O M C L E A R I N G A N D G R U B B I N G O P E R A T I O N S S H A L L B E D I S P O S E D O F O F F - S I T E A T A N A P P R O P R I A T E L Y L I C E N S E D F A C I L I T Y A N D I N A M A N N E R A S A P P R O V E D B Y T H E O W N E R . 20 . C O N T R A C T O R S H A L L T A K E N E C E S S A R Y P R E C A U T I O N S T O A V O I D D A M A G E T O E X I S T I N G I M P R O V E M E N T S A N D F A C I L I T I E S T O R E M A I N I N P L A C E . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R R E P A I R A N D R E P L A C E M E N T O F D A M A G E D I T E M S AS A R E S U L T O F C O N S T R U C T I O N O F T H E P R O P O S E D F A C I L I T Y . 21 . T H E W O R K S H A L L B E C A R R I E D O U T N E A R A N D U N D E R E N E R G I Z E D E Q U I P M E N T . E X T R E M E C A U T I O N I S R E Q U I R E D A T A L L T I M E S . T H E C O N T R A C T O R S H A L L S T R I C T L Y F O L L O W A L L A P P L I C A B L E S A F E T Y R E Q U I R E M E N T S . 22 . E A R T H W O R K : U N L E S S E X P L I C I T L Y S T A T E D O T H E R W I S E , R E F E R T O T H E L A T E S T E D I T I O N O F T H E S T A T E O F N E W Y O R K , D E P A R T M E N T O F T R A N S P O R T A T I O N , S T A N D A R D S S P E C I F I C A T I O N S , C O N S T R U C T I O N A N D M A T E R I A L S , F O R GE N E R A L R E Q U I R E M E N T S , P R O D U C T S , A N D E X E C U T I O N R E L A T E D T O T H E C O M P L E T I O N O F P R O P O S E D W O R K . 23 . T H E L I M I T S O F D I S T U R B A N C E S H A L L B E F I E L D S T A K E D B Y A L I C E N S E D L A N D S U R V E Y O R P R I O R T O T H E S T A R T O F W O R K . A C O P Y O F T H E S T A K E O U T S K E T C H S H A L L B E P R O V I D E D T O T H E T O W N O F S O U T H O L D . 24 . P R I O R T O T H E I S S U A N C E O F A B U I L D I N G P E R M I T , T H E A P P L I C A N T S H A L L S U B M I T A N O T I C E O F I N T E N T ( N . O . I . ) T O T H E N Y S D E C A N D P R O V I D E P R O O F O F C O V E R A G E U N D E R T H E S P D E S G E N E R A L P E R M I T F O R C O N S T R U C T I O N A C T I V I T I E S TO T H E T O W N O F S O U T H O L D . 25 . T H E A P P L I C A N T I S A W A R E T H A T T H E E N T I R E S I T E M U S T B E 1 0 0 % S T A B I L I Z E D P R I O R T O T H E I S S U A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y . D I S T U R B E D A R E A S S H A L L B E R E S T O R E D A N D S T A B I L I Z E D A P P R O P R I A T E L Y A N D I N A T I M E L Y MA N N E R . A P P L I C A N T S H A L L S U B M I T A N O T I C E O F T E R M I N A T I O N F O R T H E S P D E S G E N E R A L P E R M I T . 26 . C O N T R A C T O R S H A L L S U B M I T A N A S - B U I L T S I G N E D A N D S E A L E D B Y A N E W Y O R K L I C E N S E D S U R V E Y O R P R I O R T O R E L E A S E O F F I N A L P A Y M E N T . 27 . A L L D E M O L I T I O N D E B R I S I N C L U D I N G F O U N D A T I O N S A N D S L A B S S H A L L B E L A W F U L L Y D I S P O S E D O F O F F - S I T E . R O C K F R O M W A L L S S H A L L B E S T O C K P I L E D O N - S I T E . 28 . E L E C T R I C A L D E S I G N P R O V I D E D H E R E O N W A S P R E P A R E D B Y S U M M I T R I D G E E N E R G Y . 29 . A B S O L U T E L Y N O R E C Y C L E D M A T E R I A L S H A L L B E P E R M I T T E D O N S I T E . O N L Y E A R T H E N M A T E R I A L O R N A T U R A L S T O N E I S P E R M I T T E D T O B E U S E D A S F I L L . A L L F I L L S H A L L B E T E S T E D I N A C C O R D A N C E W I T H A P P L I C A B L E N Y S D E C R U L E S AN D R E G U L A T I O N S A N D S H A L L B E C E R T I F I E D A S U N R E S T R I C T E D F O R R E S I D E N T I A L U S E , C E R T I F I E D B Y A P R O F E S S I O N A L E N G I N E E R P R I O R T O I M P O R T A T I O N O N S I T E , A N D S H A L L B E F R O M A C E R T I F I E D V I R G I N S O U R C E . © 2 0 2 3 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 T o m T o m © 202 3 M i c r o s o f t C o r p o r a t i o n © 2 0 2 2 T o m T o m SI T E L O C A T I O N LO N G I S L A N D S O U N D LI T T L E P E C O N I C B A Y 48 25 CO V E R S H E E T C- 0 1 Rev.By:JA N U A R Y 2 0 2 5 T. D O U G A N S. M E E R S M A TRC Project No:480459.0000.0000 48 0 4 5 9 DRAWING NAME: \\nyc-fp1\Projects\480459 - Southold Landfill Solar and BESS Project\Site Plans\SWM Control Plan\ C-01_SRE Southold_E&SC Cover Sheet.dwg --- PLOT DATE: January 07, 2025 - 12:53PM --- LAYOUT: COVER SOUTHHOLD LANDFILL SOLAR PROJECT 6155 COX LANE, CUTCHOGUE, NEW YORK 11935 Date:Description:AS N O T E D T. D O U G A N 1407 BroadwaySuite 3301New York, NY 10018Phone: 212.221.7822 NO T E : UN D E R N E W Y O R K S T A T E E D U C A T I O N L A W A R T I C L E 1 4 5 (E N G I N E E R I N G ) , S E C T I O N 7 2 0 9 ( 2 ) , I T I S A V I O L A T I O N F O R A N Y PE R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . NO T E : TH E S E P L A N S A R E A C C O M P A N I E D B Y S U P P L E M E N T A L DO C U M E N T S . T H E S E D O C U M E N T S A R E I N T E R R E L A T E D A N D A R E IN T E N D E D T O B E U S E D T O G E T H E R . T H E S E D O C U M E N T S A R E IN T E N D E D T O B E U S E D F O R L O C A L A P P R O V A L P U R P O S E S O N L Y . NO T F O R C O N S T R U C T I O N IS S U E D F O R P E R M I T T I N G CO U N T Y R O A D 4 8 COX L N 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 504545 45 45 55 5 5 55 55 60 6055 55 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 25 20 20 605550 454035 3025 20 20 15 25 30 35 404550 55 50 55 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 5075 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 4035 40 45 60 50 50 50 60 20 25 30 35 40 45 605 55 04 54 03 53 02 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 354045 50 55 5 0 15 15 15 1 5 1 5 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 S 62 ° 0 9 ' 4 4 " E 5 0 7 . 8 9 ' S 43 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 5 8 ° 4 2 ' 4 4 " E 20 3 . 1 9 ' S 5 9 ° 3 3 ' 3 4 " E 8 2 6 . 2 3 ' S 2 1 ° 1 0 ' 1 6 " W 101 . 2 8 ' S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62 ° 2 3 ' 2 4 " E 2 4 3 . 6 0 ' N 3 9 ° 2 8 ' 1 4 " W 7 5 . 5 8 ' N 5 8 ° 0 1 ' 3 4 " W 4 0 9 . 2 9 ' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 5 6 ° 5 8 ' 2 4 " E 103 . 1 2 ' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 5 6 ° 3 1 ' 2 4 " W 4 8 0 . 8 0 ' N 5 5 ° 1 6 ' 2 4 " W 9 6 5 . 2 3 ' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 5 7 ° 5 5 ' 3 4 " W 5 1 8 . 7 1 ' n58°2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59° 1 5 ' 0 9 " W 4 6 9 . 5 4 N30 ° 4 4 ' 5 1 " E 694 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 704 . 0 3 ' S 6 2 ° 1 1 ' 0 3 " E 61 . 5 2 ' N 2 7 ° 3 1 ' 4 6 " E 700 . 9 7 ' S 5 8 ° 5 6 ' 2 4 " W 18 0 . 7 1 ' N 5 5 ° 2 2 ' 3 4 " W 22. 6 6 ' S87°56'46"W 36.9' 369 ' R=71.52 L=122.80 PARCEL P.O.B RECYCLI N G BUILDIN G S87 ° 5 6 ' 4 6 " W 4 4 1 . 2 8 ' DRA I N DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRA I N DRA I N DRA I N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAIN DRA I N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N 50 AC ± DRAIN DRAI N DRAIN DRAI N DRAI N D.M.H#2TOP=48.20' D.M.H#3TOP=48.21' D.M.H#5 D.M.H#6TOP=44.37' D.M.H#4TOP=50.05' DRA I N D.M.H#1TOP=45.98' D.M.H#1TOP=45.98' D.M.H#2TOP=44.55' D.M.H#3TOP=46.12' 100' D.M.H#1TOP=41.54'DRAIN DRAIN STREAM 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARD SETBACK 100' FRONTYARDSETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK 70' REAR YARDSETBACK APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY EX. ASPHALT ROADWAY CAPEXTENTS AREA OF STANDING WATER EX. STORMWATERMANAGEMENT FACILITY 240'120' ESC-02 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY EXISTING SLOPES GREATER THAN 20% NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION EXISTING CONDITIONS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ E S C - 0 1 _ S R E S o u t h o l d _ E & S C P l a n . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 : 1 8 P M - - - L A Y O U T : E X SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.ISSUED FOR PERMITTING CO U N T Y R O A D 4 8 COX L N 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 504545 45 45 55 5 5 55 55 60 6055 55 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 25 20 20 605550 454035 3025 20 20 15 25 30 35 404550 55 50 55 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 5075 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 4035 40 45 60 50 50 50 60 20 25 30 35 40 45 605 55 04 54 03 53 02 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 354045 50 55 5 0 15 15 15 1 5 1 5 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 S 62 ° 0 9 ' 4 4 " E 5 0 7 . 8 9 ' S 43 ° 0 9 ' 1 6 " W 3 0 3 . 7 0 ' S 5 8 ° 4 2 ' 4 4 " E 20 3 . 1 9 ' S 5 9 ° 3 3 ' 3 4 " E 8 2 6 . 2 3 ' S 2 1 ° 1 0 ' 1 6 " W 101 . 2 8 ' S 2 1 ° 3 5 ' 2 6 " W 4 3 7 . 4 2 ' S 2 3 ° 5 9 ' 4 6 " W 3 1 6 . 7 3 ' S 62 ° 2 3 ' 2 4 " E 2 4 3 . 6 0 ' N 3 9 ° 2 8 ' 1 4 " W 7 5 . 5 8 ' N 5 8 ° 0 1 ' 3 4 " W 4 0 9 . 2 9 ' S 1 9 ° 2 7 ' 3 0 " W 3 0 1 . 2 9 ' S 5 6 ° 5 8 ' 2 4 " E 103 . 1 2 ' S 2 5 ° 0 6 ' 1 6 " W 3 1 2 . 1 8 ' N 5 6 ° 3 1 ' 2 4 " W 4 8 0 . 8 0 ' N 5 5 ° 1 6 ' 2 4 " W 9 6 5 . 2 3 ' N 3 1 ° 4 1 ' 2 6 " E 5 5 8 . 7 7 ' N 5 7 ° 5 5 ' 3 4 " W 5 1 8 . 7 1 ' n58°2 4 ' 5 6 " e 3 8 7 . 9 9 ' N59° 1 5 ' 0 9 " W 4 6 9 . 5 4 N30 ° 4 4 ' 5 1 " E 694 . 1 0 ' S 2 7 ° 3 1 ' 4 6 " W 704 . 0 3 ' S 6 2 ° 1 1 ' 0 3 " E 61 . 5 2 ' N 2 7 ° 3 1 ' 4 6 " E 700 . 9 7 ' S 5 8 ° 5 6 ' 2 4 " W 18 0 . 7 1 ' N 5 5 ° 2 2 ' 3 4 " W 22. 6 6 ' S87°56'46"W 36.9' 369 ' R=71.52 L=122.80 PARCEL P.O.B RECYCLI N G BUILDIN G S87 ° 5 6 ' 4 6 " W 4 4 1 . 2 8 ' DRA I N DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRA I N DRA I N DRA I N DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRAI N DRAIN DRAIN DRAI N DRAIN DRAIN DRAI N DRAI N DRAIN DRAI N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRA I N DRAIN DRAIN DRAIN DRA I N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRA I N DRAI N DRAI N DRAI N DRA I N DRA I N DRA I N DRAI N DRAI N 50 AC ± DRAIN DRAI N DRAIN DRAI N DRAI N D.M.H#2TOP=48.20' D.M.H#3TOP=48.21' D.M.H#5 D.M.H#6TOP=44.37' D.M.H#4TOP=50.05' DRA I N D.M.H#1TOP=45.98' D.M.H#1TOP=45.98' D.M.H#2TOP=44.55' D.M.H#3TOP=46.12' 100' D.M.H#1TOP=41.54'DRAIN DRAIN STREAM 20' SIDE YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 70' REAR YARD SETBACK 20' SIDE YARDSETBACK 20' SIDE YARDSETBACK 20' SIDE YARD SETBACK 100' FRONTYARDSETBACK 20' SIDE YARD SETBACK 100' FRONT YARD SETBACK 20' SIDE YARD SETBACK 100' RESIDENTIAL PROPERTY SETBACK 100' RESIDENTIAL PROPERTY SETBACK 70' REAR YARDSETBACK APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY EX. STORMWATER MANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY EX. ASPHALT ROADWAY CAPEXTENTS AREA OF STANDING WATER EX. STORMWATERMANAGEMENT FACILITY COMPOST FILTER SOCK SEDIMENT TRAP (TYP) COMPOST FILTER SOCK (TYP) FILTER SOCKDIAMETER: 8" PROPOSED CONCRETE WASH OUT STABILIZED ROCKCONSTRUCTION ENTRANCE (TYP) DRAINAGE AREA AAREA: 17.23AC DRAINAGE AREA BAREA: 15.49AC DRAINAGE AREA C AREA: 4.42AC 100.0' 39.80' 24.80' 15.00' AG AG AG A G AG AG PERIMETER FENCEWITH 15' SYSTEM SETBACK (TYP) NEW POLE #1 METER POLEBY LIPA PROPOSED 18"CULVERT APPROXIMATE POINT OF INTERCONNECTION LAT/LONG: 41.028038, -72.498177 NEW POLE #2 CTAND VT POLE LIPA NEW POLE #3 CUSTOMER DISCONNECT SWITCH POLE BY CUSTOMER 25' FRONT PERIMETER SCREENINGBUFFER FOR RESIDENTIAL ANDCOUNTY ROAD. EITHER USING EXISTING TREES/VEGETATION OR PROPOSED. MODULES NOT TO INTERFEREWITH EXISTING DITCHES EXISTING ROAD TO BEUSED FOR CONSTRUCTIONSTAGING AS NECESSARY EX. 18" HDPECULVERT CONCRETE PAD MOUNTEDRECLOSER WITH BOLLARDS ONCONCRETE BALLAST CONDUITS MOUNTED AT-GRADE. CONCRETE ENCASE AT ROAD CROSSINGS (TYP) PROPOSED 16' LIMITED USEPERVIOUS ACCESS ROAD WITH GEOWEB (TYP) PROPOSED 16' LIMITED USEPERVIOUS ACCESS ROAD WITH GEOWEB (TYP) APPROX. LOCATION OF STORMWATER PIPE (TYP) EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY EX. STORMWATERMANAGEMENT FACILITY NON-JURISDICTIONAL DRAINAGE DITCH (TYP) EX. PAVED ROADWAY EX. ASPHALT ROADWAY CAP EXTENTS INVERTER TO BE PLACED ON GRAVELFOUNDATION WITH AN ADJACENT CONCRETE UTILITY PAD (TYP) SWITCHBOARD ANDTRANSFORMER TO BE PLACED ON CONCRETE UTILITY PAD (TYP) TEMPORARY PERIMETER FENCE AND GATE TO ENCLOSE CONSTRUCTION STAGING AREA TEMPORARY PERIMETER FENCEAND GATE TO ENCLOSECONSTRUCTION STAGING AREA EX. STORMWATERMANAGEMENT FACILITY AREA OF STANDING WATER EROSION AND SEDIMENTCONTROL PLAN240'120' ESC-03 Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ E S C - 0 1 _ S R E S o u t h o l d _ E & S C P l a n . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 : 1 8 P M - - - L A Y O U T : E & S C P L A N SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE DRAINAGE DIVIDE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUSACCESS ROAD WITH GEOWEB COMPOST FILTER SOCK CHECK DAM STORMWATER FLOW STABILIZED ROCK CONSTRUCTIONENTRANCE PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING EXISTING SLOPES GREATER THAN 20% NOTES: 1.COMPOST FILTER SOCK (OR ACCEPTABLE ALTERNATIVE) IS TO BE INSTALLED IN SUCH A WAY THAT DISTURBS THE LEAST AMOUNT OF EARTH 2.CHECK DAMS ARE TO BE PLACED IN THE EXISTING CHANNELS ON THE EDGES OF EACH ARRAY TO CONTROLSEDIMENT RUNOFF FROM SITE. 3.SURFACE DRAINAGE FEATURES TO CONTROL AND CONVEY STORM WATER RUNOFF HAVE BEEN DESIGNED FOR THE 100-YEAR, 24-HR STORM. THE GROUND WATER RECHARGE BASINS HAVE ALSO BEEN DESIGNED FOR THE100-YEAR, 24-HR STORM. 4.AREAS OF EROSION WILL BE NOTED AND REPAIRED AS SOON AS POSSIBLE TO MAINTAIN THE INTEGRITY OF THECAP. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.ISSUED FOR PERMITTING SCALE:NTSSTABILIZED CONSTRUCTION ENTRANCE03 C-04 C-06 STRAW OR HAY BALE BARRIER NOTES: 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARSDRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVENTOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALESTOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECT FREQUENTLY AND REPAIR OR REPLACE PROMPTLY AS NEEDED. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOTTO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. SCALE:NTSHAYBALE DETAIL04 C-03 C-06 50' MIN.20' MIN. 12' MIN. 20' MIN. 20'MIN. FL O W FL O W PLAN VIEW NOTES: 1.A PAD OF COARSE AGGREGATE AT THE CONSTRUCTION ENTRANCE/EXIT WILL REDUCE THE TRACKING OF SOIL FROM CONSTRUCTION TRAFFIC ONTO A PUBLIC STREET. SEDIMENTS FROM THETIRE TREADS ARE KNOCKED LOOSE BY THE ANGULAR STONES AND ARE TRAPPED IN THE VOIDSBETWEEN THE STONES. 2.THE ENTRANCE/EXIT PAD SHOULD HAVE A LENGTH OF 50 FEET OR MORE AND A 12-FOOT MINIMUM WIDTH (OR AS APPROPRIATE TO CONTAIN THE WHEEL BASE OF CONSTRUCTION VEHICLES PLUS 3 FEET ON EITHER SIDE). 3.THE PAD SHOULD BE 6 INCHES OR MORE THICK WITH ANGULAR AGGREGATE (2-3 INCH DIAMETER).APPROPRIATE RECLAIMED CONCRETE MATERIAL MAY BE USED.4.THE AGGREGATE SHOULD BE PLACED OVER A GEOTEXTILE FILTER TO PREVENT THE STONES FROMPUSHING INTO THE NATIVE SOIL.5.AT THE BOTTOM OF SLOPES, A DIVERSION RIDGE SHOULD BE PROVIDED TO INTERCEPT RUNOFF.6.BERMS MAY BE NECESSARY TO DIVERT WATER AROUND ANY EXPOSED SOIL, AND RUNOFF SHOULDBE DIRECTED TO A SEDIMENT TRAP.7.THE WHEELS OF CONSTRUCTION EQUIPMENT MAY BE WASHED PRIOR TO EXITING THE SITE.WASHING SHOULD BE PERFORMED IN AN AREA THAT DRAINS TO A SEDIMENT TRAP OR BASIN. 8.THE PAD SHOULD BE INSPECTED WEEKLY, AND BEFORE AND AFTER EACH STORM. THE PAD MAY HAVE TO BE REPLACED IF THE VOIDS BECOME FILLED WITH SEDIMENT. STREET SWEEPING MAY BE NECESSARY. A A NOTES:1.NO STAKES CAN BE INSTALLED WITHIN THE LIMITS OF THE LANDFILL CAP. IF INSIDE THE CAP, THEN THE STAKES CAN BE SUBSTITUTED WITH SANDBAGS. 2.ORIENTATION MAY BE MODIFIED TO ACCOMMODATE FIELD CONDITIONS. SCALE:NTSTEMPORARY CONCRETE WASHOUT02 C-04 C-06 W L=WX2 NOTES:1.DETAIL IS BASED ON NEW YORK STATE ESC STANDARD 5.28. SEE THIS DETAILFOR ADDITIONAL INFORMATION.2.INSIDE OF THE LANDFILL CAP LIMITS, NO STAKING IS PERMITTED. THESTAKES CAN BE SUBSTITUTED WITH SANDBAGS OR APPROVED ALTERNATIVE TO ENSURE THAT THE SOCK IS FIRMLY GROUNDED/SECURED IN-PLACE.3.MAXIMUM DRAINAGE AREA TO BE 5 ACRES TO A4.INSTALLATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS5.FILTER MEDIA TO BE MESH OR GEOSYNTHETIC6.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BYENGINEER. AREA TO BE PROTECTED WORK AREA 12" SOCK SCALE:NTSCOMPOST FILTER SOCK SEDIMENT TRAP01 C-04 C-06 18" SOCK24" SOCK WORK AREA AREA TO BE PROTECTED SCALE:NTSDRIVEWAY CROSSING SECTION09 C-05 C-09 NOTES:1.CABLE TRAY TO BE BY PLASTIBETON OR APPROVED EQUAL. TRENCH AND GRATE TO BE RATED FOR VEHICULAR LOADING (H-20). 2.DOI NOT DISTURB EXISTING LANDFILL CAP.3.PROVIDE SMOOTH TRANSITION BETWEEN GRADE AND EXISTING GRAVEL DRIVEWAY.4.ANCHOR CONDUITS IN ACCORDANCE WITH PROJECT REQUIREMENTS. SECTION A-A' VIEW PLAN VIEW DIVERSION RIDGE IFGRADE >5% UNDISTURBED GROUND 4' GRADE STAKE (MIN. 2 PER HAY BALE) NONWOVEN GEOTEXTILE SLOPE MAX. 2%MIN. 0.5% HAYBALE 4' GRADE STAKES ANGLE FIRST STAKE TOWARDPREVIOUSLY LAID BALE BOUND BALES PLACEDON CONTOUR 2 RE-BARS, STEEL PICKETSOR 2"x2" STAKES 1.5 FEETIN GROUND. DRIVE STAKESFLUSH WITH BALES. 4" VERTICAL FACE EXISTING GROUND EXISTING GROUND PROPOSED CABLE TRAY ON SUPPORTS (TYP)EX. 6" TOPSOIL EX. 12" BARRIER PROTECTION LAYER OF CLEAN FILL EX. GEOMEMBRANE DRAINAGE LAYER EX. GAS VENTING LAYER (SAND) EX. GEOTEXTILE EX. WASTE PROPOSED CABLETRENCH THROUGHROAD PROPOSED CABLE TRAY THROUGH ROAD EXISTING GRAVEL DRIVEWAY (TYP) CABLE TRAY ON SUPPORTS (TYP) EX. TOPSOIL (TYP) GRATED COVERRATED FOR H-20TRAFFIC LOADING DRIVEWAY DRIVEWAY A A' 200'100' ESC-04 DETAILS Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ E S C - 0 2 - 0 3 _ S R E S o u t h o l d _ E & S C N o t e s & D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 : 2 4 P M - - - L A Y O U T : E S C - 0 4 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOT TO SCALE ISSUED FOR PERMITTING 200'100' ESC-05 NOTES Re v . By : JANUARY 2025 A. REXROAT S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S W M C o n t r o l P l a n \ E S C - 0 2 - 0 3 _ S R E S o u t h o l d _ E & S C N o t e s & D e t a i l s . d w g - - - P L O T D A T E : J a n u a r y 0 7 , 2 0 2 5 - 1 : 2 4 P M - - - L A Y O U T : E S C - 0 5 SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED A. REXROAT 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION EROSION CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF NON-WOVEN FILTER FABRIC MATERIAL WITH A WIRE MESHBACKING, OR A WOVEN FABRIC (SILT FENCE). ALL MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL MEASURES, AFTER COMPLETION, ALL MATERIAL SHALL BE DISPOSED PROPERLY. LOCATIONOF EROSION AND SEDIMENT CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN. NOTE: ALL WATER CONTROL MEASURES ARELOCATED DOWN-GRADIENT FROM DISTRIBUTED STREET. IF TOPSOIL IS TO BE STORED IN AN AREA NOT SHOWN ON THE SITE PLAN, DUE TO UNFORESEEN EVENTS, PRIOR TO STORING, THE DOWN-GRADIENT PERIMETER OF THE STORAGE AREA SHALL BE PROPERLYPROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN. CONSTRUCTION HOUSEKEEPING CONTRACTOR SHALL MAINTAIN THE PROJECT SITES IN ACCORDANCE WITH THE FOLLOWING PERFORMANCE STANDARDS: MATERIAL STOCKPILING: MATERIAL RESULTING FROM CLEARING AND GRUBBING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES,OR NEW MATERIAL DELIVERED TO THE SITE, SHALL BE STOCKPILED UPSLOPE OF DISTURBED AREAS. THE STOCKPILE AREAS SHALL HAVE THE PROPER EROSION AND SEDIMENT CONTROLS INSTALLED TO PREVENT MIGRATION OF SEDIMENTS AND MATERIALS. STAGING, STORAGE, AND MARSHALLING AREAS: CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE STORED IN DESIGNATED STAGING AREAS AS INDICATED ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE,OR ENGINEER. STAGING, STORAGE, AND MARSHALLING AREAS SHALL BE LOCATED IN AN AREA THAT MINIMIZES IMPACTS TOSTORMWATER QUALITY. CHEMICALS, SOLVENTS FERTILIZERS, AND OTHER TOXIC MATERIALS SHALL BE COLLECTED AND DISPOSEDOF AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. BULK STORAGE OF FUEL MATERIALS WILL BE STAGED AT THE PROJECT MARSHALLING YARD PER SAFETY DATA SHEET (SDS) SPECIFICATION AND ENVIRONMENTAL HEALTH AND SAFETYSTANDARDS, WHICHEVER IS MORE RESTRICTIVE. EQUIPMENT CLEANING AND MAINTENANCE: ALL ONSITE CONSTRUCTION VEHICLES SHALL BE MONITORED FOR LEAKS AND SHALLRECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE RISK OF LEAKAGE. ANY EQUIPMENT LEAKING OIL, FUEL, ORHYDRAULIC OIL SHALL BE REPAIRED OR REMOVED FROM THE PROJECT SITE IMMEDIATELY. STORAGE, PARKING, MAINTENANCE, AND SERVICING OF CONSTRUCTION VEHICLES SHALL BE A MINIMUM OF 200-FEET FROM A WETLAND , WATERBODY, OR OTHERECOLOGICALLY SENSITIVE AREA AND STORMWATER CONVEYANCE FEATURES OR WATER QUALITY TREATMENT BMPS. PETROLEUMPRODUCTS AND HYDRAULIC FLUIDS THAT ARE NOT IN VEHICLES SHALL BE STORED IN TIGHTLY SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL GASOLINE, DIESEL FUEL, OR OTHER FUEL STORAGE VESSELS WITH GREATER THAN 25-GALLON SHELLCAPACITY MUST HAVE SECONDARY CONTAINMENT CONSTRUCTED OF AN IMPERVIOUS MATERIAL CAPABLE OF CONTAINING AMINIMUM OF 110% OF THE SHELL CAPACITY. DEBRIS AND OTHER MATERIALS: CONTRACTOR SHALL MANAGE ALL LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALSEXPOSED TO STORMWATER TO PREVENT MATERIALS FROM BECOMING A SOURCE OF POLLUTION. ALL DEMOLITION WASTE, DEBRIS,AND RUBBISH GENERATED DURING CONSTRUCTION OF THE PROJECT SHALL BE PROPERLY REMOVED FROM THE SITE AS IT OCCURS. ALL MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-SITE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL REGULATIONS.THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE PROPER HANDLING, STORAGE, ANDDISPOSAL OF HAZARDOUS SUBSTANCES. TRENCH OR FOUNDATION DEWATERING: TRENCH DEWATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS,COFFER DAMS, PONDS, SUMPS, BASINS, AND OTHER AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AND HINDERS CORRECT AND SAFE CONSTRUCTIONPRACTICES. THE CONTRACTOR SHALL REMOVE COLLECTED WATER FROM THE PONDED AREAS, EITHER THROUGH GRAVITY ORPUMPING, IN A MANNER THAT SPREADS IT THROUGH NATURAL WOODED OR VEGETATED BUFFERS OR TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE MAXIMUM AMOUNT OF SEDIMENT LADEN WATER FROM DEWATERING TO FLOW OVER DISTURBED AREAS OF THE PROJECT SITES. OTHER MEASURES OR METHODS MAY BE UTILIZED AS REVIEWED AND APPROVED BY THEENGINEER. NON-STORMWATER DISCHARGES: CONTRACTOR SHALL IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATERDISCHARGES. CONCRETE WASHOUT AREAS: DESIGNATED CONCRETE WASHOUT AREAS SHALL BE PROVIDED AS NEEDED TO ALLOW CONCRETETRUCKS TO WASHOUT OR DISCHARGE SURPLUS CONCRETE AND WASH WATER ONSITE. CONCRETE WASHOUT AREAS SHALL BE ADIKED IMPERVIOUS AREA LOCATED A MINIMUM OF 100 FEET FROM A DRAINAGE WAY, WATERBODY, WETLAND AREA, OR INFILTRATION BMP. CONCRETE WASHOUT AREAS SHALL HAVE PROPER SIGNAGE AND BE CONSTRUCTED TO PREVENT CONTACT BETWEENWASHWATER AND STORMWATER. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF CONCRETEWASHOUT AREAS. CONCRETE WASHOUT AREAS SHALL NOT BE FILLED BEYOND 95 OF DESIGN CAPACITY AND SHALL BE CLEANED OUT ONCE 75% CAPACITY HAS BEEN MET UNLESS A NEW FACILITY HAS BEEN CONSTRUCTED. ADDITIONAL REQUIREMENTS: COMPLETION OF THE WORK WILL REQUIRE FREQUENT ACCESS TO VARIOUS PORTIONS OF THE PROJECT AREA FROM STATE AND LOCAL ROADWAYS. CONTRACTOR SHALL MONITOR PUBLIC ROADWAYS AND SHALL CLEANPAVEMENT BY MEANS NECESSARY IN THE EVENT THAT SEDIMENT OR TRACKING IS OBSERVED. SIGNAGE SHALL BE POSTED ATINTERSECTIONS OF PROJECT ACCESS ROADS AND PUBLIC WAYS, STATING COMPANY NAME AND 24-HOUR CONTACT PHONE NUMBER. TEMPORARY STABILIZATION FOR FROZEN CONDITIONS SITE STABILIZATION: MULCHING SHOULD BE TRACKED INTO SOIL PRIOR TO FROZEN CONDITIONS, OR ANCHORED WITH NATURALFIBER NETTING. APPLICATION OF MULCHING SHOULD BE PERFORMED PRIOR TO SIGNIFICANT SNOW FALL. IF STRAW MULCH ALONE ISUSED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE, MAKING THEAPPLICATION RATE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTS CEASED, THEAPPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF NEXT BUSINESS DAY AND COMPLETED WITHINTHREE DAYS. ACCUMULATED SNOW AND FROZEN CONDITIONS ALONE ARE NOT CONSIDERED STABILIZATION. SLOPES: ALL SLOPES AND GRADES MUST BE PROPERLY STABILIZED WITH APPROVED METHODS. ROLLED EROSION CONTROLPRODUCTS MUST BE USED ON ALL SLOPES GREATER THAN 3H:1V, OR WHERE CONDITIONS FOR EROSION DICTATE SUCH MEASURES. SETBACKS: A MINIMUM 25-FOOT BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILTFENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. EDGES OF DISTURBED AREAS THAT DRAIN TO A WATERBODY WITHIN 100-FEET WILL HAVE 2 ROWS OF SILT FENCE, 5-FEET APART, INSTALLED ALONG THE CONTOUR. SOIL STOCKPILES: STOCKPILED SOILS MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION, ANCHORED -DOWN MULCH, ROLLED EROSION CONTROL PRODUCTS, OR OTHER DURABLE COVERING. SEDIMENT CONTROLS MUST BE INSTALLED DOWNSLOPE OFTHE PILE TO CONTROL SEDIMENTATION TO UNDISTURBED LOCATIONS. CONSTRUCTION ENTRANCE: ALL ENTRANCE AND EXIT LOCATIONS TO THE SITE MUST BE PROPERLY STABILIZED AND MUST BEMAINTAINED TO ACCOMMODATE SNOW MANAGEMENT AS SET FORTH IN THE NEW YORK SSESC. SNOW MANAGEMENT: SNOW MANAGEMENT SHALL NOT DESTROY OR DEGRADE EROSION AND SEDIMENT CONTROL PRACTICES.PLOWING PERFORMED SHOULD NOT MIGRATE PLACED CRUSHED STONE OR ACCUMULATED MATTING DEBRIS WITHIN WATERBODIES,CONVEYANCES OR PROTECTED AREAS. PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER, REQUIRING CLEARED SNOW TO BE STORED IN A MANNER NOT AFFECTING ONGOING CONSTRUCTION ACTIVITIES.ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING. DRAINAGE STRUCTURES MUSTBE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. ALL DEBRIS OR ICE DAMS FROM PLOWING OPERATIONS THAT RESTRICT FLOW OFRUNOFF AND MELT WATER SHALL BE REMOVED. FROST HEAVES: HEAVING FROST, FROZEN GROUND, WINTER CONDITIONS AND EQUIPMENT CAN AFFECT EROSION ANDSEDIMENTATION CONTROL PRACTICES. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR DAMAGE BY TRAINED CONTRACTOR AND QUALIFIED INSPECTORS. DEFICIENCIES SHALL BE REPAIRED AND OR INSTALLED MEASURES SHALL BEREPLACED AS DEEMED NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING THAWING PERIODS AND PRIOR TO SPRING RAINEVENTS. WINTER SHUTDOWN: IN THE EVENT OF TEMPORARY SHUTDOWN TO SOIL DISTURBING ACTIVITIES UNDER WINTER CONDITIONS,TEMPORARY STABILIZATION MEASURES SHALL BE IMPLEMENTED TO ALL DISTURBED AREAS AND SWPPP INSPECTIONS CAN BE REDUCED TO A MONTHLY FREQUENCY. THE CONTRACTOR SHALL REFER TO SOIL STABILIZATION MEASURES IN ACCORDANCE WITHTHE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (NOVEMBER 2016) AND SPDESGENERAL PERMIT GP-0-20-001. PERMANENT CONSTRUCTION AREA SEEDING FINAL STABILIZATION SHOULD BE IMPLEMENTED AT THE COMPLETION OF EACH PHASE. ONCE CONSTRUCTION IS COMPLETE,EXPOSED SOILS REQUIRE FINAL AND PERMANENT STABILIZATION. SOILS SHOULD BE GRADED SMOOTH AND LEVEL TO ELIMINATERUTTING AND CONCENTRATED FLOWS, PONDING AND UNEVEN SURFACES FOR FUTURE MAINTENANCE ACTIVITIES. UNIMPROVED AREAS SHOULD BE RESTORED TO ORIGINAL GRADE UNLESS PERMITTED AND PLANNED FOR REQUIRED FUTURE MAINTENANCE. CONSERVED STOCKPILED TOPSOIL SHOULD BE UTILIZED FOR TOPDRESSING GRADED SUB-SOILS AT EXCAVATION LOCATIONS. ANYSEVERELY COMPACTED SECTIONS WILL REQUIRE TILLING OR DISKING TO PROVIDE AN ADEQUATE ROOTING ZONE, TO A MINIMUMDEPTH OF 12". THE SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT, WITH THE SOIL NOT TOO SOFT AND NOT TOO COMPACT. ADEQUATE SOIL MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS POWDER DRY OR STICKY WET,POSTPONE OPERATIONS UNTIL MOISTURE CHANGES TO A FAVORABLE CONDITION. REMOVE ALL STONES AND OTHER DEBRIS FROMTHE SURFACE THAT ARE GREATER THAN 4 INCHES, OR THAT WILL INTERFERE WITH FUTURE MOWING OR MAINTENANCE. SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TESTEDTO DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED. APPLY GROUND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE UPPER 2 INCHES OF SOIL. IF SOIL MUST BE FERTILIZED BEFORE RESULTS OF A SOIL TEST CAN BE OBTAINED TO DETERMINEFERTILIZER NEEDS, APPLY COMMERCIAL FERTILIZER AT 50 LBS. PER ACRE OF NITROGEN OR EQUIVALENT. IF SOILS ARE SOFT, MECHANICAL MULCHING MAY NOT BE AVAILABLE DUE TO THE INEVITABLE RUTTING WITH MULCHING EQUIPMENT. ANY UPLAND AREAS THAT ARE DISTURBED SHALL BE STABILIZED USING PERMANENT SEED MIX AS SPECIFIED IN THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (SSESC), UNLESS DIRECTED OTHERWISE INASSOCIATED PERMITTING DOCUMENTS. PROTECTION OF POST-CONSTRUCTION STORMWATER BMPs POST-CONSTRUCTION STORMWATER BMPs DESIGNED FOR WATER QUALITY TREATMENT SHALL NOT BE USED AS A SEDIMENT CONTROL DEVICES DURING CONSTRUCTION PHASE OF THE PROJECT. WHEN POSSIBLE, POST CONSTRUCTION STORMWATER BMPINSTALLATION SHALL OCCUR AFTER FINAL STABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. CONSTRUCTION PHASE STORMWATER SHALL BE DIVERTED AROUND POST-CONSTRUCTION STORMWATER QUALITY BMPs UNTIL FINALSTABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OFBMP FILTER MATERIAL IN THE EVENT CONSTRUCTION PHASE STORMWATER IS DISCHARGED TO CONSTRUCTED BMPs. NATURE AND DEGREE OF REPAIR SHALL BE AS DIRECTED BY THE OWNER. PROJECT CONSTRUCTION SEQUENCING NOTES THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING OR CONSTRUCTION PHASING PLAN FOR OWNER APPROVAL THATCOMPLIES WITH THE PERMITTING REQUIREMENTS, THE PROJECT SWPPP, AND OTHER REQUIREMENTS AS IDENTIFIED BY LOCAL ANDSTATE AUTHORITIES. THE PLAN SHALL SHOW THAT ACTIVE LAND DISTURBANCE WILL BE LIMITED TO LESS THAN FIVE (5) CONTIGUOUS ACRES AND SHALL ADEQUATELY DISCUSS, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR TEMPORARY AND PERMANENT EROSION ANDSEDIMENTATION CONTROL MEASURES AS OUTLINED IN THE PROJECT SWPPP OR AS DIRECTED BY THE OWNER. 2.PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALLEROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, NOTIFY CITYOFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE. 3.PRIOR TO COMMENCING ONSITE EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL ESTABLISH THE CONSTRUCTION WORKSPACE LIMITS AND IDENTIFY AND MARK SENSITIVE RESOURCES. 4.THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES (BMPs) IN ORDER TO PROTECT DOWN GRADIENT AREAS. WHERE APPROPRIATE, DIVERSION BMPs SHALL BE IMPLEMENTED TODIRECT RUNOFF FROM UPGRADIENT AREAS AROUND THE PROJECT SITE. 5.ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL EROSIONCONTROL MEASURES. THIS INCLUDES, SILTATION FENCING, ANTI-TRACK PADS (STABILIZED CONSTRUCTION ENTRANCE), ANDOTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE UNTIL THE OWNER'S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES. 6.AFTER PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES WITHIN THE CURRENT PHASE OF WORK AREINSTALLED AND FUNCTIONING, THE CONTRACTOR SHALL OBTAIN OWNER APPROVAL BEFORE BEGINNING EARTHWORK IN THESUBSEQUENT PHASE. 7.AFTER EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS: a.REMOVE VEGETATION FROM PROPOSED DEVELOPMENT AREA. ALL STUMPS AND WOOD SHALL BE TAKEN OFF-SITE ANDDISPOSED ACCORDINGLY. b.REMOVE AND STOCKPILE TOPSOIL AFTER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. THE TOPSOILSHALL BE SEEDED IMMEDIATELY AFTER STOCKPILING IN ORDER TO STABILIZE THE SLOPE AND LIMIT SEDIMENT RUNOFF. STOCKPILED TOPSOIL SHALL BE SEEDED AND MULCHED WHEN IT IS TO BE STORED MORE THAN 30 DAYS FROM TIME OFSTOCKPILING. THE SITE CAN NOW BE REFORMED TO PROPOSED FINAL ELEVATIONS (LESS TOPSOIL DEPTH). c.PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN, IF ANY. d.PREPARE AND COMPACT SUBGRADE (IF AND AS DIRECTED) AND INSTALL DRAINAGE AND STORMWATER BMP'S IN ACCORDANCEWITH "GRADING AND STORMWATER MANAGEMENT PLAN". e.EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD AND POROUS ASPHALT PAVEMENT. ALLREMOVED TOPSOIL SHALL BE UTILIZE ON SITE AS LOAM FOR GRASS AREAS. NO SOILS SHALL BE REMOVED FROM THE SUBJECTPROPERTY. f.COMPLETE REMAINING GRADING REQUIRED AS SHOWN ON THE GRADING PLANS. INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3H:1V OR GREATER (IF ANY), THEN SEED AND MULCH THE AREA. g.INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, FENCE AND GATES AND OTHER IMPROVEMENTS PER THE PLAN. h.LOAM AND SEED FRONT YARD AND ALL REMAINING DISTURBED AREAS. UTILIZE EXISTING SITE SOIL WHERE POSSIBLE. i.REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL STABILIZATION AND ACCEPTANCE. IF STABILIZATION DOES NOT OCCUR (INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL OTHERCONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN (INCLUDING APPROPRIATE PERFORMANCEASSURANCES) TO THE OWNER'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE), FOR ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETIONBY THE OWNER'S REPRESENTATIVE. j.DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. DISTURBEDAREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO FURTHERCONSTRUCTION. IT IS DESIRABLE FOR AN EROSION PREVENTION TO MINIMIZE DISTURBED AREAS. FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL. MULCH ANCHORING REQUIREMENTS ON SLOPES GREATER THEN 3 PERCENT, STRAW MULCH WILL BE FIRMLY ANCHORED INTO SOIL UTILIZING ONE OF THE FOLLOWING METHODS: -CRIMPING WITH A STRAIGHT OR NOTCHED MULCH CRIMPING TOOL; -TRACK WALKING WITH DEEP-CLEATED EQUIPMENT OPERATING UP AND DOWN THE SLOPE (MULCH CRIMPED PERPENDICULAR TO THE SLOPE) ON SLOPES <25 PERCENT; -APPLICATION OF MULCH NETTING; -APPLICATION OF 500 LB./ACRE OF WOOD FIBER MULCH OVER STRAW/HAY MULCH; AND -COMMERCIALLY AVAILABLE TACKIFIERS (EXCEPT WITHIN 100 FEET OF WATERBODIES OR WETLANDS). CONSTRUCTION LITTER CONTROL DURING CONSTRUCTION, ALL WRAPPING, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE DISPOSED OFPROPERLY BY USE OF DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY DURING CONSTRUCTION. ISSUED FOR PERMITTING G Appendix G – Pre-Development Stormwater Analysis V V V V V VV V V V V V V V V V V V V V V V V V V V V V V V U V V V V V V V V V V V V V V V V V V V V V V V V U STO C K P I L E S STO C K P I L E STO C K P I L E STOCK P I L E STO C K P I L E STOC K P I L E STO C K P I L E STOC K P I L E STOC K P I L E STOC K P I L E STOC K P I L E S 55.2 59.2 55.0 62.9 42.7 57.1 51.2 55.2 49.9 45.0 52.7 47.6 61.1 57.0 58.4 62.8 43.6 44.8 45.0 45.3 41.1 37.7 56.247.4 34.8 38.5 62.6 67.4 81.5 63.2 76.8 78.3 STOC K P I L E STOC K P I L E STOC K P I L E STOC K P I L E RIP-RAP RIP-RAP RIP-RAP RIP-R A P RIP-RAP RIP-RAP RIP-RAP RIP-RAP RIP-R A P RIP-RA P RIP-RA P RIP-RAP RIP-RA P 11.5 V V V V V V V V V V V V 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 50 45 45 45 45 55 5 5 55 55 60 60 5555 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 25 20 20 605550 4540 353025 20 20 15 25 30 35 4045 50 55 50 55 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 50 75 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 4035 40 45 60 50 50 50 60 20 25 30 35 40 45 605 5 5 0454 0 3 5 3 02 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 35 4045 50 5 5 5 0 15 15 15 STO C K P I L E S STOC K P I L E STOC K P I L E S 15 15 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 A C A B B B B B A B B A A A AB A B A 104 101 102 103 105 106 107 108 109 DP-5 DP-1 DP-6 DP-2 DP-7 DP-8 DP-9 DP-3 STORMWATERBASIN 4 STORMWATER BASIN 1 STORMWATERBASIN 2 STORMWATERBASIN 3 DP-4 EL. = 14.55'± 1 0 0 . 0 0 ' EL. = 13.82'± EL. = 13.00'± 17 6 . 0 0 ' 1 4 0 . 0 0 ' EL. = 16.29'± EL. = 60.84'± EL. = 57.57'± EL. = 47.00'± 10 0 . 0 0 ' 142 . 0 0 ' 1 0 0 . 0 0 ' EL. = 67.00'± EL. = 63.06'± EL. = 52.04'± EL. = 15.92'± EL. = 11.00'± 28 9 . 0 0 ' 68 2 . 0 0 ' 93.00' EL. = 67.00'± EL. = 62.23'± EL. = 40.00'± 100 . 0 0 ' 352.00' EL. = 62.00'± EL. = 56.99'± EL. = 55.77'± EL. = 55.32'± EL. = 34.54'± EL. = 30.00'± 100 . 0 0 ' 57.0 0 ' 11.00' 102 . 0 0 ' 449 . 0 0 ' 1 0 0 . 0 0 ' 9 2 . 0 0 ' 247 . 0 0 ' 46.0 0 ' 249.0 0 ' 51. 0 0 ' 31 6 . 0 0 ' 89.00' 45. 0 0 ' 67 . 0 0 ' EL. = 81.00'± EL. = 75.24'± EL. = 64.99'± EL. = 52.00'± EL. = 50.98'± EL. = 45.00'± EL. = 49.62'± EL. = 37.00'± EL. = 45.50'± EL. = 45.00'± EL. = 27.00'± EL. = 81.00'±EL. = 75.52'± EL. = 12.00'± 100.00' 1 0 0 . 0 0 ' EL. = 71.18'± EL. = 78.00'± EL. = 57.10'± EL. = 57.00'± EL. = 56.90'± EL. = 54.26'± EL. = 52.00'± EL. = 51.18'± EL. = 50.84'± EL. = 47.00'± 414. 0 0 ' 100 . 0 0 ' 64. 0 0 ' 294 . 0 0 ' 237 . 0 0 ' 47.0 0 ' 51.00' 17.00' EL. = 64.77'± EL. = 53.04'± EL. = 50.53'± EL. = 49.26'± EL. = 44.12'± EL. = 41.35'± 100 . 0 0 ' 92. 0 0 ' 48.00' 44 0 . 0 0 ' 59 . 0 0 ' EL. = 58.02'± EL. = 59.83'± PRE-DEVELOPMENTDRAINAGE MAP240'120' PREDRAFT NOTES: 1.CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK.2.SCREENING TO BE PROVIDED ALONG COUNTY ROAD 48 AND ALONG ANY ADJACENT RESIDENTIAL PROPERTIES. TREES TO BE PLANTED TO SUPPLEMENT EXISTING TREE LINE TO ACHIEVE 25' WIDTH. 3.VEGETATIVE (GRASS) COVER WILL BE MOWED AT THE DISCRETION OF THE TOWN TO CONTROL, THE GROWTH OF WILDAND DEEP-ROOTED SPECIES, AND MINIMIZE THE POTENTIAL FOR THE INTRODUCTION OF VECTOR HABITATS. THEFREQUENCY OF EACH MOWING EVENT IS TO BE DETERMINED BY SITE CONDITIONS. UNDESIRABLE SPECIES SUCH AS SAPLINGS OR OTHER VEGETATION WITH PENETRATION ROOTS WILL BE REMOVED F THEIR PRESENCES THREATENS THEINTEGRITY OF THE CAP. LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SUBCATCHMENT ANALYSIS POINT TC FLOWPATH NRCS SOILS DATA SUBCATCHMENT BOUNDARY 1S DP-1 Re v . By : MAY 2024 T. DOUGAN S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S R E S o u t h o l d _ D r a i n a g e A r e a M a p s . d w g - - - P L O T D A T E : J u l y 3 0 , 2 0 2 4 - 2 : 3 2 P M - - - L A Y O U T : P R E SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED T. DOUGAN 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 PRE-DEVELOPMENT 101 Subcat 101 102 Subcat 102 103 Subcat 103 104 Subcat 104 105 Subcat 105 106 Subcat 106 107 Subcat 107 108 Subcat 108 109 Subcat 109 1 Existing Basin 1 2 Existing Basin 2 3 Existing Basin 3 4 Existing Basin 4 DP-1 DP-1 DP-2 DP-2 DP-3 DP-3 DP-4 DP-4 DP-5 DP-5 DP-6 DP-6 DP-7 DP-7 DP-8 DP-8 DP-9 DP-9 Routing Diagram for Southold Solar Pre Development_REVPrepared by TRC Companies, Printed 7/30/2024 HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link Pre-Development 25-yr Storm Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 2HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event#Event Name Storm TypeCurveModeDuration (hours) B/BDepth (inches) AMC 125-yrType II 24-hr Default24.0016.192 Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 3HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Time span=0.00-96.00 hrs, dt=0.05 hrs, 1921 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14.361 ac 0.00% Impervious Runoff Depth=2.40"Subcatchment 101: Subcat 101 Flow Length=1,302' Tc=12.4 min CN=64 Runoff=47.78 cfs 2.872 af Runoff Area=4.296 ac 0.00% Impervious Runoff Depth=3.44"Subcatchment 102: Subcat 102 Flow Length=452' Tc=10.0 min CN=75 Runoff=22.36 cfs 1.233 af Runoff Area=10.686 ac 0.00% Impervious Runoff Depth=0.88"Subcatchment 103: Subcat 103 Flow Length=1,404' Tc=20.5 min CN=45 Runoff=6.84 cfs 0.782 af Runoff Area=6.762 ac 18.12% Impervious Runoff Depth=1.31"Subcatchment 104: Subcat 104 Tc=0.0 min UI Adjusted CN=51 Runoff=17.40 cfs 0.740 af Runoff Area=15.280 ac 46.25% Impervious Runoff Depth=3.05"Subcatchment 105: Subcat 105 Flow Length=807' Tc=11.9 min CN=71 Runoff=66.45 cfs 3.887 af Runoff Area=6.661 ac 0.37% Impervious Runoff Depth=2.96"Subcatchment 106: Subcat 106 Flow Length=719' Tc=15.5 min CN=70 Runoff=24.83 cfs 1.641 af Runoff Area=10.557 ac 0.00% Impervious Runoff Depth=2.05"Subcatchment 107: Subcat 107 Flow Length=1,164' Tc=14.9 min CN=60 Runoff=26.79 cfs 1.801 af Runoff Area=1.127 ac 0.00% Impervious Runoff Depth=0.68"Subcatchment 108: Subcat 108 Flow Length=242' Tc=10.9 min CN=42 Runoff=0.69 cfs 0.064 af Runoff Area=3.429 ac 0.00% Impervious Runoff Depth=2.05"Subcatchment 109: Subcat 109 Flow Length=416' Tc=11.3 min CN=60 Runoff=9.94 cfs 0.585 af Peak Elev=35.34' Storage=2.776 af Inflow=47.78 cfs 2.872 afPond 1: Existing Basin 1 Discarded=0.09 cfs 0.629 af Primary=0.00 cfs 0.000 af Outflow=0.09 cfs 0.629 af Peak Elev=45.98' Storage=1.209 af Inflow=22.36 cfs 1.233 afPond 2: Existing Basin 2 Discarded=0.02 cfs 0.142 af Primary=0.00 cfs 0.000 af Outflow=0.02 cfs 0.142 af Peak Elev=13.48' Storage=0.640 af Inflow=6.84 cfs 0.782 afPond 3: Existing Basin 3 Discarded=0.14 cfs 0.743 af Primary=0.00 cfs 0.000 af Outflow=0.14 cfs 0.743 af Peak Elev=44.26' Storage=31,341 cf Inflow=17.40 cfs 0.740 afPond 4: Existing Basin 4 Discarded=0.02 cfs 0.139 af Primary=0.00 cfs 0.000 af Outflow=0.02 cfs 0.139 af Inflow=0.00 cfs 0.000 afLink DP-1: DP-1 Primary=0.00 cfs 0.000 af Inflow=0.00 cfs 0.000 afLink DP-2: DP-2 Primary=0.00 cfs 0.000 af Inflow=0.00 cfs 0.000 afLink DP-3: DP-3 Primary=0.00 cfs 0.000 af Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 4HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Inflow=0.00 cfs 0.000 afLink DP-4: DP-4 Primary=0.00 cfs 0.000 af Inflow=66.45 cfs 3.887 afLink DP-5: DP-5 Primary=66.45 cfs 3.887 af Inflow=24.83 cfs 1.641 afLink DP-6: DP-6 Primary=24.83 cfs 1.641 af Inflow=26.79 cfs 1.801 afLink DP-7: DP-7 Primary=26.79 cfs 1.801 af Inflow=0.69 cfs 0.064 afLink DP-8: DP-8 Primary=0.69 cfs 0.064 af Inflow=9.94 cfs 0.585 afLink DP-9: DP-9 Primary=9.94 cfs 0.585 af Total Runoff Area = 73.160 ac Runoff Volume = 13.605 af Average Runoff Depth = 2.23" 88.63% Pervious = 64.843 ac 11.37% Impervious = 8.317 ac Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 5HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 101: Subcat 101 [47] Hint: Peak is 236% of capacity of segment #4 [47] Hint: Peak is 1107% of capacity of segment #6 [47] Hint: Peak is 385% of capacity of segment #8 [47] Hint: Peak is 385% of capacity of segment #9 Runoff=47.78 cfs @ 12.05 hrs, Volume=2.872 af, Depth=2.40" Routed to Pond 1 : Existing Basin 1 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.26139>75% Grass cover, Good, HSG A 3.76039>75% Grass cover, Good, HSG A 0.06761>75% Grass cover, Good, HSG B 0.00061>75% Grass cover, Good, HSG B 0.05661>75% Grass cover, Good, HSG B 7.72474>75% Grass cover, Good, HSG C 0.43174>75% Grass cover, Good, HSG C 0.01574>75% Grass cover, Good, HSG C 0.33074>75% Grass cover, Good, HSG C 0.01374>75% Grass cover, Good, HSG C 0.01876Gravel roads, HSG A 0.04785Gravel roads, HSG B 0.34689Gravel roads, HSG C 0.45789Gravel roads, HSG C 0.00496Gravel surface, HSG A 0.01396Gravel surface, HSG A 0.00396Gravel surface, HSG C 0.00896Gravel surface, HSG C 0.01496Gravel surface, HSG C 0.29796Gravel surface, HSG C 0.03596Gravel surface, HSG C 0.00796Gravel surface, HSG C 0.45430Woods, Good, HSG A 0.00070Woods, Good, HSG C 14.36164Weighted Average 14.361100.00% Pervious Area Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 6HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 6.21000.05760.27 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 0.7920.11142.34 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 1.22470.05263.44 Shallow Concentrated Flow, grass swale Grassed Waterway Kv= 15.0 fps 0.1460.022011.4620.25 Pipe Channel, CMP_Round 18" 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.010 PVC, smooth interior 1.82490.02402.32 Shallow Concentrated Flow, grass Grassed Waterway Kv= 15.0 fps 0.3510.00102.444.32 Pipe Channel, CMP_Round 18" 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.010 PVC, smooth interior 1.83160.03993.00 Shallow Concentrated Flow, grass swale Grassed Waterway Kv= 15.0 fps 0.2890.01007.0312.41 Pipe Channel, RCP_Round 18" 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.011 Concrete pipe, straight & clean 0.1450.01007.0312.41 Pipe Channel, RCP_Round 18" 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.011 Concrete pipe, straight & clean 0.0670.269036.4464.39 Pipe Channel, RCP_Round 18" 18.0" Round Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.011 Concrete pipe, straight & clean 12.41,302Total Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 7HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 101: Subcat 101 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 50 45 40 35 30 25 20 15 10 5 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=14.361 ac Runoff Volume=2.872 af Runoff Depth=2.40" Flow Length=1,302' Tc=12.4 min CN=64 47.78 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 8HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 102: Subcat 102 Runoff=22.36 cfs @ 12.01 hrs, Volume=1.233 af, Depth=3.44" Routed to Pond 2 : Existing Basin 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.00061>75% Grass cover, Good, HSG B 0.03661>75% Grass cover, Good, HSG B 4.02074>75% Grass cover, Good, HSG C 0.01574>75% Grass cover, Good, HSG C 0.00174>75% Grass cover, Good, HSG C 0.01385Gravel roads, HSG B 0.06389Gravel roads, HSG C 0.14696Gravel surface, HSG C 0.00270Woods, Good, HSG C 4.29675Weighted Average 4.296100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 6.71000.04770.25 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 3.33520.06311.76 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 10.0452Total Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 9HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 102: Subcat 102 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=4.296 ac Runoff Volume=1.233 af Runoff Depth=3.44" Flow Length=452' Tc=10.0 min CN=75 22.36 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 10HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 103: Subcat 103 Runoff=6.84 cfs @ 12.19 hrs, Volume=0.782 af, Depth=0.88" Routed to Pond 3 : Existing Basin 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 8.83739>75% Grass cover, Good, HSG A 1.01561>75% Grass cover, Good, HSG B 0.00161>75% Grass cover, Good, HSG B 0.00574>75% Grass cover, Good, HSG C 0.09676Gravel roads, HSG A 0.01489Gravel roads, HSG C 0.05396Gravel surface, HSG A 0.10296Gravel surface, HSG A 0.01096Gravel surface, HSG A 0.08596Gravel surface, HSG A 0.22096Gravel surface, HSG A 0.02496Gravel surface, HSG B 0.03696Gravel surface, HSG B 0.02796Gravel surface, HSG B 0.03096Gravel surface, HSG B 0.00096Gravel surface, HSG B 0.06730Woods, Good, HSG A 0.06555Woods, Good, HSG B 10.68645Weighted Average 10.686100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 6.41000.05480.26 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 14.11,3040.04871.54 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 20.51,404Total Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 11HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 103: Subcat 103 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=10.686 ac Runoff Volume=0.782 af Runoff Depth=0.88" Flow Length=1,404' Tc=20.5 min CN=45 6.84 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 12HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 104: Subcat 104 [46] Hint: Tc=0 (Instant runoff peak depends on dt) Runoff=17.40 cfs @ 11.90 hrs, Volume=0.740 af, Depth=1.31" Routed to Pond 4 : Existing Basin 4 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNAdjDescription 3.76539>75% Grass cover, Good, HSG A 0.00439>75% Grass cover, Good, HSG A 0.00039>75% Grass cover, Good, HSG A 0.08339>75% Grass cover, Good, HSG A 0.00839>75% Grass cover, Good, HSG A 0.07139>75% Grass cover, Good, HSG A 0.00061>75% Grass cover, Good, HSG B 0.07561>75% Grass cover, Good, HSG B 0.04461>75% Grass cover, Good, HSG B 0.01261>75% Grass cover, Good, HSG B 0.59661>75% Grass cover, Good, HSG B 0.64661>75% Grass cover, Good, HSG B 0.14782Dirt roads, HSG B 0.01996Gravel surface, HSG A 0.04796Gravel surface, HSG A 0.37898Unconnected pavement, HSG A 0.00498Unconnected pavement, HSG B 0.00598Unconnected pavement, HSG B 0.00098Unconnected pavement, HSG B 0.00098Unconnected pavement, HSG B 0.18998Unconnected pavement, HSG B 0.02998Unconnected pavement, HSG B 0.62198Unconnected pavement, HSG B 0.02055Woods, Good, HSG B 6.7625651Weighted Average, UI Adjusted 5.537 81.88% Pervious Area 1.226 18.12% Impervious Area 1.226 100.00% Unconnected Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 13HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 104: Subcat 104 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=6.762 ac Runoff Volume=0.740 af Runoff Depth=1.31" Tc=0.0 min UI Adjusted CN=51 17.40 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 14HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 105: Subcat 105 Runoff=66.45 cfs @ 12.04 hrs, Volume=3.887 af, Depth=3.05" Routed to Link DP-5 : DP-5 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 15HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Area (ac)CNDescription 0.76839>75% Grass cover, Good, HSG A 0.79439>75% Grass cover, Good, HSG A 0.03339>75% Grass cover, Good, HSG A 0.00139>75% Grass cover, Good, HSG A 0.19239>75% Grass cover, Good, HSG A 0.15739>75% Grass cover, Good, HSG A 0.28039>75% Grass cover, Good, HSG A 0.12439>75% Grass cover, Good, HSG A 0.08739>75% Grass cover, Good, HSG A 0.15239>75% Grass cover, Good, HSG A 0.00039>75% Grass cover, Good, HSG A 0.35739>75% Grass cover, Good, HSG A 0.01739>75% Grass cover, Good, HSG A 0.02639>75% Grass cover, Good, HSG A 0.00039>75% Grass cover, Good, HSG A 0.02539>75% Grass cover, Good, HSG A 0.12439>75% Grass cover, Good, HSG A 1.26461>75% Grass cover, Good, HSG B 1.03461>75% Grass cover, Good, HSG B 0.04261>75% Grass cover, Good, HSG B 0.00061>75% Grass cover, Good, HSG B 0.00161>75% Grass cover, Good, HSG B 0.00361>75% Grass cover, Good, HSG B 0.07361>75% Grass cover, Good, HSG B 0.01661>75% Grass cover, Good, HSG B 0.00161>75% Grass cover, Good, HSG B 0.04061>75% Grass cover, Good, HSG B 0.00661>75% Grass cover, Good, HSG B 0.00474>75% Grass cover, Good, HSG C 0.00074>75% Grass cover, Good, HSG C 0.20874>75% Grass cover, Good, HSG C 0.03376Gravel roads, HSG A 0.30476Gravel roads, HSG A 0.13989Gravel roads, HSG C 0.00189Gravel roads, HSG C 0.00796Gravel surface, HSG A 2.67798Unconnected pavement, HSG A 0.00198Unconnected pavement, HSG A 0.02298Unconnected pavement, HSG A 0.02698Unconnected pavement, HSG A 0.03998Unconnected pavement, HSG A 0.01398Unconnected pavement, HSG A 1.36698Unconnected pavement, HSG B 0.02598Unconnected pavement, HSG B 0.00298Unconnected pavement, HSG B 0.03198Unconnected pavement, HSG B 2.53198Unconnected pavement, HSG B 0.27898Unconnected pavement, HSG B 0.02298Unconnected pavement, HSG C 0.01398Unconnected pavement, HSG C Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 16HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC 0.00098Unconnected pavement, HSG C 0.02198Unconnected pavement, HSG C 0.09930Woods, Good, HSG A 1.69430Woods, Good, HSG A 0.00655Woods, Good, HSG B 0.10170Woods, Good, HSG C 15.28071Weighted Average 8.21353.75% Pervious Area 7.06746.25% Impervious Area 7.067100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 6.01000.06410.28 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 1.31500.07821.96 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 0.2480.05234.64 Shallow Concentrated Flow, road Paved Kv= 20.3 fps 0.1100.12702.49 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 3.34400.01172.20 Shallow Concentrated Flow, road Paved Kv= 20.3 fps 1.0590.01800.94 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 11.9807Total Subcatchment 105: Subcat 105 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=15.280 ac Runoff Volume=3.887 af Runoff Depth=3.05" Flow Length=807' Tc=11.9 min CN=71 66.45 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 17HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 106: Subcat 106 Runoff=24.83 cfs @ 12.08 hrs, Volume=1.641 af, Depth=2.96" Routed to Link DP-6 : DP-6 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.13339>75% Grass cover, Good, HSG A 0.01639>75% Grass cover, Good, HSG A 0.02161>75% Grass cover, Good, HSG B 2.02361>75% Grass cover, Good, HSG B 0.64161>75% Grass cover, Good, HSG B 0.16661>75% Grass cover, Good, HSG B 0.13661>75% Grass cover, Good, HSG B 0.01361>75% Grass cover, Good, HSG B 0.67674>75% Grass cover, Good, HSG C 0.01274>75% Grass cover, Good, HSG C 0.07974>75% Grass cover, Good, HSG C 1.50382Dirt roads, HSG B 0.07285Gravel roads, HSG B 0.83685Gravel roads, HSG B 0.07389Gravel roads, HSG C 0.00598Unconnected pavement, HSG A 0.01998Unconnected pavement, HSG A 0.08230Woods, Good, HSG A 0.05655Woods, Good, HSG B 0.07555Woods, Good, HSG B 0.02370Woods, Good, HSG C 6.66170Weighted Average 6.63799.63% Pervious Area 0.0250.37% Impervious Area 0.025100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 6.61000.05010.25 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 0.9570.02141.02 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 0.1110.04093.26 Shallow Concentrated Flow, dirt road Unpaved Kv= 16.1 fps 0.51020.20403.16 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 7.44490.01011.00 Shallow Concentrated Flow, dirt field Nearly Bare & Untilled Kv= 10.0 fps 15.5719Total Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 18HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 106: Subcat 106 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=6.661 ac Runoff Volume=1.641 af Runoff Depth=2.96" Flow Length=719' Tc=15.5 min CN=70 24.83 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 19HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 107: Subcat 107 Runoff=26.79 cfs @ 12.08 hrs, Volume=1.801 af, Depth=2.05" Routed to Link DP-7 : DP-7 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.37839>75% Grass cover, Good, HSG A 0.00639>75% Grass cover, Good, HSG A 0.00239>75% Grass cover, Good, HSG A 0.00039>75% Grass cover, Good, HSG A 0.00539>75% Grass cover, Good, HSG A 0.01739>75% Grass cover, Good, HSG A 0.00139>75% Grass cover, Good, HSG A 0.00139>75% Grass cover, Good, HSG A 0.00039>75% Grass cover, Good, HSG A 2.50839>75% Grass cover, Good, HSG A 0.02161>75% Grass cover, Good, HSG B 2.95961>75% Grass cover, Good, HSG B 0.54261>75% Grass cover, Good, HSG B 0.96674>75% Grass cover, Good, HSG C 0.16974>75% Grass cover, Good, HSG C 0.01172Dirt roads, HSG A 0.01672Dirt roads, HSG A 0.33882Dirt roads, HSG B 0.41182Dirt roads, HSG B 0.02487Dirt roads, HSG C 1.30276Gravel roads, HSG A 0.00089Gravel roads, HSG C 0.04489Gravel roads, HSG C 0.06989Gravel roads, HSG C 0.22096Gravel surface, HSG A 0.05896Gravel surface, HSG A 0.03896Gravel surface, HSG B 0.22430Woods, Good, HSG A 0.12055Woods, Good, HSG B 0.02755Woods, Good, HSG B 0.01255Woods, Good, HSG B 0.06470Woods, Good, HSG C 10.55760Weighted Average 10.557100.00% Pervious Area Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 20HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 7.31000.03940.23 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 3.52890.03811.37 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 3.16820.05303.71 Shallow Concentrated Flow, dirt Unpaved Kv= 16.1 fps 1.0930.05291.61 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 14.91,164Total Subcatchment 107: Subcat 107 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=10.557 ac Runoff Volume=1.801 af Runoff Depth=2.05" Flow Length=1,164' Tc=14.9 min CN=60 26.79 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 21HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 108: Subcat 108 Runoff=0.69 cfs @ 12.07 hrs, Volume=0.064 af, Depth=0.68" Routed to Link DP-8 : DP-8 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.00039>75% Grass cover, Good, HSG A 0.14339>75% Grass cover, Good, HSG A 0.03861>75% Grass cover, Good, HSG B 0.27372Dirt roads, HSG A 0.67430Woods, Good, HSG A 1.12742Weighted Average 1.127100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 5.2250.04040.08 Sheet Flow, woods Woods: Light underbrush n= 0.400 P2= 3.38" 2.0550.03290.46 Sheet Flow, dirt Fallow n= 0.050 P2= 3.38" 2.5200.02250.13 Sheet Flow, grass Grass: Short n= 0.150 P2= 3.38" 1.21420.07441.91 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 10.9242Total Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 22HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 108: Subcat 108 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=1.127 ac Runoff Volume=0.064 af Runoff Depth=0.68" Flow Length=242' Tc=10.9 min CN=42 0.69 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 23HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 109: Subcat 109 Runoff=9.94 cfs @ 12.04 hrs, Volume=0.585 af, Depth=2.05" Routed to Link DP-9 : DP-9 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.89839>75% Grass cover, Good, HSG A 0.89961>75% Grass cover, Good, HSG B 0.66676Gravel roads, HSG A 0.00176Gravel roads, HSG A 0.60685Gravel roads, HSG B 0.07330Woods, Good, HSG A 0.11430Woods, Good, HSG A 0.08130Woods, Good, HSG A 0.02355Woods, Good, HSG B 0.06855Woods, Good, HSG B 3.42960Weighted Average 3.429100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 4.21000.01740.40 Sheet Flow, dirt Fallow n= 0.050 P2= 3.38" 2.81760.00411.03 Shallow Concentrated Flow, dirt Unpaved Kv= 16.1 fps 4.31400.00590.54 Shallow Concentrated Flow, grass Short Grass Pasture Kv= 7.0 fps 11.3416Total Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 24HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 109: Subcat 109 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=3.429 ac Runoff Volume=0.585 af Runoff Depth=2.05" Flow Length=416' Tc=11.3 min CN=60 9.94 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 25HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 1: Existing Basin 1 Inflow Area =14.361 ac,0.00% Impervious, Inflow Depth = 2.40" for 25-yr event Inflow=47.78 cfs @ 12.05 hrs, Volume=2.872 af Outflow=0.09 cfs @ 11.55 hrs, Volume=0.629 af, Atten= 100%, Lag= 0.0 min Discarded=0.09 cfs @ 11.55 hrs, Volume=0.629 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Link DP-1 : DP-1 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 35.34' @ 24.30 hrs Surf.Area= 0.434 ac Storage= 2.776 af Plug-Flow detention time= 2,513.0 min calculated for 0.629 af (22% of inflow) Center-of-Mass det. time= 2,370.6 min ( 3,224.0 - 853.4 ) VolumeInvertAvail.StorageStorage Description #126.00'6.320 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 26.000.1600.0000.000 42.000.6306.3206.320 DeviceRouting InvertOutlet Devices #1Discarded26.20'0.09 cfs Exfiltration when above 26.20' #2Primary41.99'185.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.09 cfs @ 11.55 hrs HW=26.33' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=26.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 26HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 1: Existing Basin 1 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=14.361 ac Peak Elev=35.34' Storage=2.776 af 47.78 cfs 0.09 cfs 0.09 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 27HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 2: Existing Basin 2 Inflow Area =4.296 ac,0.00% Impervious, Inflow Depth = 3.44" for 25-yr event Inflow=22.36 cfs @ 12.01 hrs, Volume=1.233 af Outflow=0.02 cfs @ 10.20 hrs, Volume=0.142 af, Atten= 100%, Lag= 0.0 min Discarded=0.02 cfs @ 10.20 hrs, Volume=0.142 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Link DP-2 : DP-2 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 45.98' @ 24.27 hrs Surf.Area= 0.284 ac Storage= 1.209 af Plug-Flow detention time= 2,514.4 min calculated for 0.142 af (12% of inflow) Center-of-Mass det. time= 2,353.8 min ( 3,179.4 - 825.6 ) VolumeInvertAvail.StorageStorage Description #140.00'1.840 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 40.000.1200.0000.000 48.000.3401.8401.840 DeviceRouting InvertOutlet Devices #1Discarded40.10'0.02 cfs Exfiltration when above 40.10' #2Primary47.99'200.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.02 cfs @ 10.20 hrs HW=40.16' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=40.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 28HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 2: Existing Basin 2 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=4.296 ac Peak Elev=45.98' Storage=1.209 af 22.36 cfs 0.02 cfs 0.02 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 29HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 3: Existing Basin 3 Inflow Area =10.686 ac,0.00% Impervious, Inflow Depth = 0.88" for 25-yr event Inflow=6.84 cfs @ 12.19 hrs, Volume=0.782 af Outflow=0.14 cfs @ 12.15 hrs, Volume=0.743 af, Atten= 98%, Lag= 0.0 min Discarded=0.14 cfs @ 12.15 hrs, Volume=0.743 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Link DP-3 : DP-3 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 13.48' @ 24.31 hrs Surf.Area= 0.475 ac Storage= 0.640 af Plug-Flow detention time= 1,757.1 min calculated for 0.743 af (95% of inflow) Center-of-Mass det. time= 1,731.1 min ( 2,656.3 - 925.2 ) VolumeInvertAvail.StorageStorage Description #112.00'4.960 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 12.000.3900.0000.000 20.000.8504.9604.960 DeviceRouting InvertOutlet Devices #1Discarded12.10'0.14 cfs Exfiltration when above 12.10' #2Primary19.99'125.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.14 cfs @ 12.15 hrs HW=12.16' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.14 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=12.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 30HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 3: Existing Basin 3 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 7 6 5 4 3 2 1 0 Inflow Area=10.686 ac Peak Elev=13.48' Storage=0.640 af 6.84 cfs 0.14 cfs 0.14 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 31HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 4: Existing Basin 4 Inflow Area =6.762 ac,18.12% Impervious, Inflow Depth = 1.31" for 25-yr event Inflow=17.40 cfs @ 11.90 hrs, Volume=0.740 af Outflow=0.02 cfs @ 11.75 hrs, Volume=0.139 af, Atten= 100%, Lag= 0.0 min Discarded=0.02 cfs @ 11.75 hrs, Volume=0.139 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Link DP-4 : DP-4 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 44.26' @ 24.06 hrs Surf.Area= 9,721 sf Storage= 31,341 cf Plug-Flow detention time= 2,521.4 min calculated for 0.139 af (19% of inflow) Center-of-Mass det. time= 2,352.1 min ( 3,231.6 - 879.5 ) VolumeInvertAvail.StorageStorage Description #140.00'76,894 cf Custom Stage Data (Conic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.StoreWet.Area (feet)(sq-ft)(cubic-feet)(cubic-feet)(sq-ft) 40.00 5,227 0 0 5,227 48.0014,81076,89476,89415,197 DeviceRouting InvertOutlet Devices #1Discarded40.00'0.02 cfs Exfiltration when above 40.00' #2Primary47.99'250.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.02 cfs @ 11.75 hrs HW=40.11' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=40.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 32HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 4: Existing Basin 4 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=6.762 ac Peak Elev=44.26' Storage=31,341 cf 17.40 cfs 0.02 cfs 0.02 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 33HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-1: DP-1 Inflow Area =14.361 ac,0.00% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-1: DP-1 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=14.361 ac 0.00 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 34HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-2: DP-2 Inflow Area =4.296 ac,0.00% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-2: DP-2 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=4.296 ac 0.00 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 35HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-3: DP-3 Inflow Area =10.686 ac,0.00% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-3: DP-3 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=10.686 ac 0.00 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 36HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-4: DP-4 Inflow Area =6.762 ac,18.12% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-4: DP-4 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=6.762 ac 0.00 cfs 0.00 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 37HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-5: DP-5 Inflow Area =15.280 ac,46.25% Impervious, Inflow Depth = 3.05" for 25-yr event Inflow=66.45 cfs @ 12.04 hrs, Volume=3.887 af Primary=66.45 cfs @ 12.04 hrs, Volume=3.887 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-5: DP-5 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=15.280 ac66.45 cfs 66.45 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 38HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-6: DP-6 Inflow Area =6.661 ac,0.37% Impervious, Inflow Depth = 2.96" for 25-yr event Inflow=24.83 cfs @ 12.08 hrs, Volume=1.641 af Primary=24.83 cfs @ 12.08 hrs, Volume=1.641 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-6: DP-6 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=6.661 ac24.83 cfs 24.83 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 39HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-7: DP-7 Inflow Area =10.557 ac,0.00% Impervious, Inflow Depth = 2.05" for 25-yr event Inflow=26.79 cfs @ 12.08 hrs, Volume=1.801 af Primary=26.79 cfs @ 12.08 hrs, Volume=1.801 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-7: DP-7 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=10.557 ac26.79 cfs 26.79 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 40HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-8: DP-8 Inflow Area =1.127 ac,0.00% Impervious, Inflow Depth = 0.68" for 25-yr event Inflow=0.69 cfs @ 12.07 hrs, Volume=0.064 af Primary=0.69 cfs @ 12.07 hrs, Volume=0.064 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-8: DP-8 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=1.127 ac0.69 cfs 0.69 cfs Pre-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Pre Development_REV Printed 7/30/2024Prepared by TRC Companies Page 41HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-9: DP-9 Inflow Area =3.429 ac,0.00% Impervious, Inflow Depth = 2.05" for 25-yr event Inflow=9.94 cfs @ 12.04 hrs, Volume=0.585 af Primary=9.94 cfs @ 12.04 hrs, Volume=0.585 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-9: DP-9 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.429 ac9.94 cfs 9.94 cfs H Appendix H – Post-Development Stormwater Analysis V V V V V VV V V V V V V V V V V V V V V V V V V V V V V V U V V V V V V V V V V V V V V V V V V V V V V V V U STO C K P I L E S STO C K P I L E STO C K P I L E STOCK P I L E STO C K P I L E STOC K P I L E STO C K P I L E STOC K P I L E STOC K P I L E STOC K P I L E STOC K P I L E S 55.2 59.2 55.0 62.9 42.7 57.1 51.2 55.2 49.9 45.0 52.7 47.6 61.1 57.0 58.4 62.8 43.6 44.8 45.0 45.3 41.1 37.7 56.247.4 34.8 38.5 62.6 67.4 81.5 63.2 76.8 78.3 STOC K P I L E STOC K P I L E STOC K P I L E STOC K P I L E RIP-RAP RIP-RAP RIP-RAP RIP-R A P RIP-RAP RIP-RAP RIP-RAP RIP-RAP RIP-R A P RIP-RA P RIP-RA P RIP-RAP RIP-RA P 11.5 V V V V V V V V V V V V 45 403530 45 303540 25 45 40 35 30 3 0 3 5 40 40 45 35 40 45 50 60 6 5 55 60 60 55 50 4545 40 5045 45 45 45 55 5 5 55 55 60 60 55 55 606055 55 7065 60 55 60 55 55 55 50 50 60 65 55 55 50 50 35 35 45 40 35 30 50 45 55 4 0 4045 50 30 20 2520 20 605550 4540 353025 20 20 15 25 30 35 4045 50 55 5055 60 65 7075 65 60 70 75 75 70 65 65 60 55 50 70 45 50 55 60 55 50 50 75 70 55 5 0 5 5 25 45 3535 35 40 45 45 45 40 35 40 45 60 50 50 50 60 20 25 30 35 40 45 605 5 5 0454 0 3 5302 5 2 0 1 5 15 20 15 20 2 015 2 0 50 55 15 202530 35 4045 50 5 5 5 0 15 15 15 STO C K P I L E S STOC K P I L E STOC K P I L E S 15 1 5 15 60 60 50 50 50 80 80 80 55 60 50 50 70 55 75 50 55 6065 70 75 70 65 60 55 55 55 55 50 5 0 50 45 25 45 45 55 55 45 40 35 30 55 55 55 55 55 60 AG AG AG A G AG AG A C A B B B B B A B B A A A AB A B A 201 202 203 205 206 207 208 209 STORMWATERBASIN 4 STORMWATER BASIN 1 STORMWATERBASIN 2 STORMWATERBASIN 3 DP-5 DP-1 DP-6 DP-2 DP-7 DP-8 DP-9 DP-3 204 EL. = 14.55'± EL. = 13.82'± EL. = 13.00'± EL. = 16.29'± EL. = 60.84'± EL. = 57.57'± EL. = 47.00'± EL. = 67.00'± EL. = 63.06'± EL. = 52.04'± EL. = 15.92'± EL. = 11.00'± EL. = 67.00'± EL. = 62.23'± EL. = 40.00'± EL. = 62.00'± EL. = 56.99'± EL. = 55.77'± EL. = 55.32'± EL. = 34.54'± EL. = 30.00'± 11.00' EL. = 81.00'± EL. = 75.24'± EL. = 64.99'± EL. = 52.00'± EL. = 50.98'± EL. = 45.00'± EL. = 49.62'± EL. = 37.00'± EL. = 45.50'± EL. = 45.00'± EL. = 27.00'± EL. = 81.00'±EL. = 75.52'± EL. = 12.00'± EL. = 71.18'± EL. = 57.10'± EL. = 57.00'± EL. = 56.90'± EL. = 54.26'± EL. = 52.00'± EL. = 51.18'± EL. = 50.84'± EL. = 49.00'± 17.00' EL. = 64.77'± EL. = 53.04'± EL. = 50.53'± EL. = 49.26'± EL. = 44.12'± EL. = 41.35'± EL. = 58.02'± EL. = 59.83'± 10 0 . 0 0 ' 17 6 . 0 0 ' 1 4 0 . 0 0 ' 10 0 . 0 0 ' 142 . 0 0 ' 1 0 0 . 0 0 ' 28 9 . 0 0 ' 68 2 . 0 0 ' 93.00' 100 . 0 0 ' 352.00' 100 . 0 0 ' 57.0 0 ' 102 . 0 0 ' 449 . 0 0 ' 1 0 0 . 0 0 ' 9 2 . 0 0 ' 247 . 0 0 ' 46.0 0 ' 249.0 0 ' 51. 0 0 ' 31 6 . 0 0 ' 89.00' 45. 0 0 ' 67 . 0 0 ' 100.00' 1 0 0 . 0 0 ' 100 . 0 0 ' 64. 0 0 ' 294 . 0 0 ' 237 . 0 0 ' 47.0 0 ' 100 . 0 0 ' 92. 0 0 ' 48.00' 44 0 . 0 0 ' 59 . 0 0 ' 35.00 ' DP-4 240'120' POSTDRAFT NOTES: 1.CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK.2.SCREENING TO BE PROVIDED ALONG COUNTY ROAD 48 AND ALONG ANY ADJACENT RESIDENTIAL PROPERTIES. TREES TO BE PLANTED TO SUPPLEMENT EXISTING TREE LINE TO ACHIEVE 25' WIDTH. 3.VEGETATIVE (GRASS) COVER WILL BE MOWED AT THE DISCRETION OF THE TOWN TO CONTROL, THE GROWTH OF WILDAND DEEP-ROOTED SPECIES, AND MINIMIZE THE POTENTIAL FOR THE INTRODUCTION OF VECTOR HABITATS. THEFREQUENCY OF EACH MOWING EVENT IS TO BE DETERMINED BY SITE CONDITIONS. UNDESIRABLE SPECIES SUCH AS SAPLINGS OR OTHER VEGETATION WITH PENETRATION ROOTS WILL BE REMOVED F THEIR PRESENCES THREATENS THEINTEGRITY OF THE CAP. LEGEND LOD LOD PROPERTY LINE PROPERTY SETBACK LIMITS OF DISTURBANCE FOR PROJECT ABUTTERS LOT LINE EXISTING ASPHALT EX. MINOR CONTOURS EX. MAJOR CONTOURS EX. BUILDING OUTLINE EX. TREELINE EX. GAS VENTS LANDFILL BOUNDARY PROPOSED AT-GRADE ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED PERIMETER FENCE PROPOSED SOLAR ARRAY PROPOSED 16' LIMITED USE PERVIOUSACCESS ROAD WITH GEOWEB PORTION OF EXISTING ROAD TO BE USEDFOR CONSTRUCTION STAGING NOTE:THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTALDOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND AREINTENDED TO BE USED TOGETHER. THESE DOCUMENTS AREINTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. NOT FOR CONSTRUCTION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145(ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. POST-DEVELOPMENT DRAINAGE MAP SUBCATCHMENT ANALYSIS POINT TC FLOWPATH NRCS SOILS DATA SUBCATCHMENT BOUNDARY 1S DP-1 Re v . By : MAY 2024 T. DOUGAN S. MEERSMA TR C P r o j e c t N o : 4 8 0 4 5 9 . 0 0 0 0 . 0 0 0 0 480459 DR A W I N G N A M E : \ \ n y c - f p 1 \ P r o j e c t s \ 4 8 0 4 5 9 - S o u t h o l d L a n d f i l l S o l a r a n d B E S S P r o j e c t \ S i t e P l a n s \ S R E S o u t h o l d _ D r a i n a g e A r e a M a p s . d w g - - - P L O T D A T E : J u l y 3 0 , 2 0 2 4 - 2 : 3 0 P M - - - L A Y O U T : P O S T SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 SO U T H H O L D L A N D F I L L SO L A R P R O J E C T 61 5 5 C O X L A N E , C U T C H O G U E , N E W Y O R K 1 1 9 3 5 Da t e : De s c r i p t i o n : AS NOTED T. DOUGAN 14 0 7 B r o a d w a y Su i t e 3 3 0 1 Ne w Y o r k , N Y 1 0 0 1 8 Ph o n e : 2 1 2 . 2 2 1 . 7 8 2 2 POST-DEVELOPMENT 201 Subcat 201 202 Subcat 202 203 Subcat 203 204 Subcat 204 205 Subcat 205 206 Subcat 206 207 Subcat 207 208 Subcat 208 209 Subcat 209 1 Existing Basin 1 2 Existing Basin 2 3 Existing Basin 3 4 Existing Basin 4 DP-1 DP-1 DP-2 DP-2 DP-3 DP-3 DP-4 DP-4 DP-5 DP-5 DP-6 DP-6 DP-7 DP-7 DP-8 DP-8 DP-9 DP-9 Routing Diagram for Southold Solar Post Development_REVPrepared by TRC Companies, Printed 7/30/2024 HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link Post-Development 25-yr Storm Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 2HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event#Event Name Storm TypeCurveModeDuration (hours) B/BDepth (inches) AMC 125-yrType II 24-hr Default24.0016.192 Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 3HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Time span=0.00-96.00 hrs, dt=0.05 hrs, 1921 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14.361 ac 4.60% Impervious Runoff Depth=2.49"Subcatchment 201: Subcat 201 Tc=12.4 min UI Adjusted CN=65 Runoff=49.73 cfs 129,828 cf Runoff Area=4.296 ac 5.50% Impervious Runoff Depth=3.54"Subcatchment 202: Subcat 202 Tc=10.0 min CN=76 Runoff=22.97 cfs 55,281 cf Runoff Area=10.686 ac 1.89% Impervious Runoff Depth=0.88"Subcatchment 203: Subcat 203 Tc=20.5 min UI Adjusted CN=45 Runoff=6.84 cfs 34,082 cf Runoff Area=294,574 sf 19.58% Impervious Runoff Depth=1.39"Subcatchment 204: Subcat 204 Tc=0.0 min UI Adjusted CN=52 Runoff=18.62 cfs 34,122 cf Runoff Area=15.280 ac 46.33% Impervious Runoff Depth=3.05"Subcatchment 205: Subcat 205 Tc=11.9 min CN=71 Runoff=66.45 cfs 169,314 cf Runoff Area=6.661 ac 0.97% Impervious Runoff Depth=2.96"Subcatchment 206: Subcat 206 Tc=15.5 min CN=70 Runoff=24.83 cfs 71,494 cf Runoff Area=10.557 ac 0.38% Impervious Runoff Depth=2.05"Subcatchment 207: Subcat 207 Tc=14.9 min CN=60 Runoff=26.79 cfs 78,440 cf Runoff Area=1.127 ac 0.00% Impervious Runoff Depth=0.68"Subcatchment 208: Subcat 208 Tc=10.9 min CN=42 Runoff=0.69 cfs 2,789 cf Runoff Area=3.429 ac 0.00% Impervious Runoff Depth=2.05"Subcatchment 209: Subcat 209 Tc=11.3 min CN=60 Runoff=9.94 cfs 25,476 cf Peak Elev=35.59' Storage=2.883 af Inflow=49.73 cfs 129,828 cfPond 1: Existing Basin 1 Discarded=0.09 cfs 27,438 cf Primary=0.00 cfs 0 cf Outflow=0.09 cfs 27,438 cf Peak Elev=46.10' Storage=1.245 af Inflow=22.97 cfs 55,281 cfPond 2: Existing Basin 2 Discarded=0.02 cfs 6,212 cf Primary=0.00 cfs 0 cf Outflow=0.02 cfs 6,212 cf Peak Elev=13.48' Storage=0.640 af Inflow=6.84 cfs 34,082 cfPond 3: Existing Basin 3 Discarded=0.14 cfs 32,371 cf Primary=0.00 cfs 0 cf Outflow=0.14 cfs 32,371 cf Peak Elev=44.45' Storage=33,230 cf Inflow=18.62 cfs 34,122 cfPond 4: Existing Basin 4 Discarded=0.02 cfs 6,073 cf Primary=0.00 cfs 0 cf Outflow=0.02 cfs 6,073 cf Inflow=0.00 cfs 0 cfLink DP-1: DP-1 Primary=0.00 cfs 0 cf Inflow=0.00 cfs 0 cfLink DP-2: DP-2 Primary=0.00 cfs 0 cf Inflow=0.00 cfs 0 cfLink DP-3: DP-3 Primary=0.00 cfs 0 cf Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 4HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Inflow=0.00 cfs 0 cfLink DP-4: DP-4 Primary=0.00 cfs 0 cf Inflow=66.45 cfs 169,314 cfLink DP-5: DP-5 Primary=66.45 cfs 169,314 cf Inflow=24.83 cfs 71,494 cfLink DP-6: DP-6 Primary=24.83 cfs 71,494 cf Inflow=26.79 cfs 78,440 cfLink DP-7: DP-7 Primary=26.79 cfs 78,440 cf Inflow=0.69 cfs 2,789 cfLink DP-8: DP-8 Primary=0.69 cfs 2,789 cf Inflow=9.94 cfs 25,476 cfLink DP-9: DP-9 Primary=9.94 cfs 25,476 cf Total Runoff Area = 3,186,845 sf Runoff Volume = 600,826 cf Average Runoff Depth = 2.26" 86.87% Pervious = 2,768,330 sf 13.13% Impervious = 418,515 sf Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 5HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 201: Subcat 201 Runoff=49.73 cfs @ 12.05 hrs, Volume=129,828 cf, Depth=2.49" Routed to Pond 1 : Existing Basin 1 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNAdjDescription 3.94139>75% Grass cover, Good, HSG A 0.12361>75% Grass cover, Good, HSG B 7.74074>75% Grass cover, Good, HSG C 0.08376Gravel roads, HSG A 0.04785Gravel roads, HSG B 0.91389Gravel roads, HSG C 0.02596Gravel surface, HSG A 0.37496Gravel surface, HSG C 0.00698Unconnected pavement, HSG A 0.65598Unconnected pavement, HSG C 0.45430Woods, Good, HSG A 0.00070Woods, Good, HSG C 14.3616665Weighted Average, UI Adjusted 13.700 95.40% Pervious Area 0.661 4.60% Impervious Area 0.661 100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 12.4 Direct Entry, DIRECT(no change from PRE) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 6HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 201: Subcat 201 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 55 50 45 40 35 30 25 20 15 10 5 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=14.361 ac Runoff Volume=129,828 cf Runoff Depth=2.49" Tc=12.4 min UI Adjusted CN=65 49.73 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 7HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 202: Subcat 202 Runoff=22.97 cfs @ 12.01 hrs, Volume=55,281 cf, Depth=3.54" Routed to Pond 2 : Existing Basin 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.03761>75% Grass cover, Good, HSG B 3.80074>75% Grass cover, Good, HSG C 0.01385Gravel roads, HSG B 0.06389Gravel roads, HSG C 0.14696Gravel surface, HSG C 0.23698Unconnected pavement, HSG C 0.00270Woods, Good, HSG C 4.29676Weighted Average 4.06094.50% Pervious Area 0.2365.50% Impervious Area 0.236100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 10.0 Direct Entry, DIRECT(no change from PRE) Subcatchment 202: Subcat 202 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=4.296 ac Runoff Volume=55,281 cf Runoff Depth=3.54" Tc=10.0 min CN=76 22.97 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 8HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 203: Subcat 203 Runoff=6.84 cfs @ 12.19 hrs, Volume=34,082 cf, Depth=0.88" Routed to Pond 3 : Existing Basin 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNAdjDescription 8.63539>75% Grass cover, Good, HSG A 1.01661>75% Grass cover, Good, HSG B 0.00574>75% Grass cover, Good, HSG C 0.09676Gravel roads, HSG A 0.01489Gravel roads, HSG C 0.47096Gravel surface, HSG A 0.11796Gravel surface, HSG B 0.20298Unconnected pavement, HSG A 0.06730Woods, Good, HSG A 0.06555Woods, Good, HSG B 10.6864645Weighted Average, UI Adjusted 10.484 98.11% Pervious Area 0.202 1.89% Impervious Area 0.202 100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 20.5 Direct Entry, DIRECT(no change from PRE) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 9HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 203: Subcat 203 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=10.686 ac Runoff Volume=34,082 cf Runoff Depth=0.88" Tc=20.5 min UI Adjusted CN=45 6.84 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 10HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 204: Subcat 204 [46] Hint: Tc=0 (Instant runoff peak depends on dt) Runoff=18.62 cfs @ 11.90 hrs, Volume=34,122 cf, Depth=1.39" Routed to Pond 4 : Existing Basin 4 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (sf)CNAdjDescription 166,97139>75% Grass cover, Good, HSG A 59,78261>75% Grass cover, Good, HSG B 6,40382Dirt roads, HSG B 2,85096Gravel surface, HSG A 20,75298Unconnected pavement, HSG A 36,92798Unconnected pavement, HSG B 88955Woods, Good, HSG B 294,5745752Weighted Average, UI Adjusted 236,895 80.42% Pervious Area 57,679 19.58% Impervious Area 57,679 100.00% Unconnected Subcatchment 204: Subcat 204 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=294,574 sf Runoff Volume=34,122 cf Runoff Depth=1.39" Tc=0.0 min UI Adjusted CN=52 18.62 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 11HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 205: Subcat 205 Runoff=66.45 cfs @ 12.04 hrs, Volume=169,314 cf, Depth=3.05" Routed to Link DP-5 : DP-5 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 3.12539>75% Grass cover, Good, HSG A 2.48061>75% Grass cover, Good, HSG B 0.21274>75% Grass cover, Good, HSG C 0.33776Gravel roads, HSG A 0.13989Gravel roads, HSG C 0.00796Gravel surface, HSG A 2.79198Unconnected pavement, HSG A 4.23298Unconnected pavement, HSG B 0.05698Unconnected pavement, HSG C 1.79230Woods, Good, HSG A 0.00655Woods, Good, HSG B 0.10170Woods, Good, HSG C 15.28071Weighted Average 8.20053.67% Pervious Area 7.07946.33% Impervious Area 7.079100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 11.9 Direct Entry, DIRECT(no change from PRE) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 12HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 205: Subcat 205 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=15.280 ac Runoff Volume=169,314 cf Runoff Depth=3.05" Tc=11.9 min CN=71 66.45 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 13HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 206: Subcat 206 Runoff=24.83 cfs @ 12.08 hrs, Volume=71,494 cf, Depth=2.96" Routed to Link DP-6 : DP-6 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.14939>75% Grass cover, Good, HSG A 3.00061>75% Grass cover, Good, HSG B 0.72874>75% Grass cover, Good, HSG C 1.50382Dirt roads, HSG B 0.90885Gravel roads, HSG B 0.07389Gravel roads, HSG C 0.02598Unconnected pavement, HSG A 0.04098Unconnected pavement, HSG C 0.08230Woods, Good, HSG A 0.13255Woods, Good, HSG B 0.02370Woods, Good, HSG C 6.66170Weighted Average 6.59799.03% Pervious Area 0.0640.97% Impervious Area 0.064100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 15.5 Direct Entry, DIRECT(no change from PRE) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 14HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 206: Subcat 206 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=6.661 ac Runoff Volume=71,494 cf Runoff Depth=2.96" Tc=15.5 min CN=70 24.83 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 15HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 207: Subcat 207 Runoff=26.79 cfs @ 12.08 hrs, Volume=78,440 cf, Depth=2.05" Routed to Link DP-7 : DP-7 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 2.91939>75% Grass cover, Good, HSG A 3.52261>75% Grass cover, Good, HSG B 1.09674>75% Grass cover, Good, HSG C 0.02872Dirt roads, HSG A 0.74982Dirt roads, HSG B 0.02487Dirt roads, HSG C 1.30276Gravel roads, HSG A 0.11389Gravel roads, HSG C 0.27796Gravel surface, HSG A 0.03896Gravel surface, HSG B 0.04098Unconnected pavement, HSG C 0.22430Woods, Good, HSG A 0.15955Woods, Good, HSG B 0.06470Woods, Good, HSG C 10.55760Weighted Average 10.51799.62% Pervious Area 0.0400.38% Impervious Area 0.040100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 14.9 Direct Entry, DIRECT(no change from PRE) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 16HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 207: Subcat 207 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=10.557 ac Runoff Volume=78,440 cf Runoff Depth=2.05" Tc=14.9 min CN=60 26.79 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 17HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 208: Subcat 208 Runoff=0.69 cfs @ 12.07 hrs, Volume=2,789 cf, Depth=0.68" Routed to Link DP-8 : DP-8 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.14339>75% Grass cover, Good, HSG A 0.03861>75% Grass cover, Good, HSG B 0.27372Dirt roads, HSG A 0.67430Woods, Good, HSG A 1.12742Weighted Average 1.127100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 10.9 Direct Entry, DIRECT(no change from PRE) Subcatchment 208: Subcat 208 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=1.127 ac Runoff Volume=2,789 cf Runoff Depth=0.68" Tc=10.9 min CN=42 0.69 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 18HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 209: Subcat 209 Runoff=9.94 cfs @ 12.04 hrs, Volume=25,476 cf, Depth=2.05" Routed to Link DP-9 : DP-9 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 25-yr Rainfall=6.19" Area (ac)CNDescription 0.89839>75% Grass cover, Good, HSG A 0.89961>75% Grass cover, Good, HSG B 0.66776Gravel roads, HSG A 0.60685Gravel roads, HSG B 0.26830Woods, Good, HSG A 0.09155Woods, Good, HSG B 3.42960Weighted Average 3.429100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 11.3 Direct Entry, DIRECT(no change from PRE) Subcatchment 209: Subcat 209 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25-yr Rainfall=6.19" Runoff Area=3.429 ac Runoff Volume=25,476 cf Runoff Depth=2.05" Tc=11.3 min CN=60 9.94 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 19HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 1: Existing Basin 1 Inflow Area =625,576 sf,4.60% Impervious, Inflow Depth = 2.49" for 25-yr event Inflow=49.73 cfs @ 12.05 hrs, Volume=129,828 cf Outflow=0.09 cfs @ 11.45 hrs, Volume=27,438 cf, Atten= 100%, Lag= 0.0 min Discarded=0.09 cfs @ 11.45 hrs, Volume=27,438 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-1 : DP-1 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 35.59' @ 24.30 hrs Surf.Area= 0.442 ac Storage= 2.883 af Plug-Flow detention time= 2,510.4 min calculated for 27,424 cf (21% of inflow) Center-of-Mass det. time= 2,369.9 min ( 3,220.9 - 851.1 ) VolumeInvertAvail.StorageStorage Description #126.00'6.320 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 26.000.1600.0000.000 42.000.6306.3206.320 DeviceRouting InvertOutlet Devices #1Discarded26.20'0.09 cfs Exfiltration when above 26.20' #2Primary41.99'185.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.09 cfs @ 11.45 hrs HW=26.32' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=26.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 20HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 1: Existing Basin 1 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=625,576 sf Peak Elev=35.59' Storage=2.883 af 49.73 cfs 0.09 cfs 0.09 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 21HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 2: Existing Basin 2 Inflow Area =187,148 sf,5.50% Impervious, Inflow Depth = 3.54" for 25-yr event Inflow=22.97 cfs @ 12.01 hrs, Volume=55,281 cf Outflow=0.02 cfs @ 10.00 hrs, Volume=6,212 cf, Atten= 100%, Lag= 0.0 min Discarded=0.02 cfs @ 10.00 hrs, Volume=6,212 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-2 : DP-2 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 46.10' @ 24.27 hrs Surf.Area= 0.288 ac Storage= 1.245 af Plug-Flow detention time= 2,514.6 min calculated for 6,212 cf (11% of inflow) Center-of-Mass det. time= 2,349.9 min ( 3,173.2 - 823.3 ) VolumeInvertAvail.StorageStorage Description #140.00'1.840 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 40.000.1200.0000.000 48.000.3401.8401.840 DeviceRouting InvertOutlet Devices #1Discarded40.10'0.02 cfs Exfiltration when above 40.10' #2Primary47.99'200.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.02 cfs @ 10.00 hrs HW=40.16' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=40.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 22HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 2: Existing Basin 2 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=187,148 sf Peak Elev=46.10' Storage=1.245 af 22.97 cfs 0.02 cfs 0.02 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 23HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 3: Existing Basin 3 Inflow Area =465,503 sf,1.89% Impervious, Inflow Depth = 0.88" for 25-yr event Inflow=6.84 cfs @ 12.19 hrs, Volume=34,082 cf Outflow=0.14 cfs @ 12.15 hrs, Volume=32,371 cf, Atten= 98%, Lag= 0.0 min Discarded=0.14 cfs @ 12.15 hrs, Volume=32,371 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-3 : DP-3 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 13.48' @ 24.31 hrs Surf.Area= 0.475 ac Storage= 0.640 af Plug-Flow detention time= 1,757.1 min calculated for 32,371 cf (95% of inflow) Center-of-Mass det. time= 1,731.1 min ( 2,656.3 - 925.2 ) VolumeInvertAvail.StorageStorage Description #112.00'4.960 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 12.000.3900.0000.000 20.000.8504.9604.960 DeviceRouting InvertOutlet Devices #1Discarded12.10'0.14 cfs Exfiltration when above 12.10' #2Primary19.99'125.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.14 cfs @ 12.15 hrs HW=12.16' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.14 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=12.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 24HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 3: Existing Basin 3 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 7 6 5 4 3 2 1 0 Inflow Area=465,503 sf Peak Elev=13.48' Storage=0.640 af 6.84 cfs 0.14 cfs 0.14 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 25HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 4: Existing Basin 4 Inflow Area =294,574 sf,19.58% Impervious, Inflow Depth = 1.39" for 25-yr event Inflow=18.62 cfs @ 11.90 hrs, Volume=34,122 cf Outflow=0.02 cfs @ 11.75 hrs, Volume=6,073 cf, Atten= 100%, Lag= 0.0 min Discarded=0.02 cfs @ 11.75 hrs, Volume=6,073 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-4 : DP-4 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 44.45' @ 24.06 hrs Surf.Area= 9,956 sf Storage= 33,230 cf Plug-Flow detention time= 2,520.1 min calculated for 6,070 cf (18% of inflow) Center-of-Mass det. time= 2,355.0 min ( 3,230.9 - 875.9 ) VolumeInvertAvail.StorageStorage Description #140.00'76,894 cf Custom Stage Data (Conic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.StoreWet.Area (feet)(sq-ft)(cubic-feet)(cubic-feet)(sq-ft) 40.00 5,227 0 0 5,227 48.0014,81076,89476,89415,197 DeviceRouting InvertOutlet Devices #1Discarded40.00'0.02 cfs Exfiltration when above 40.00' #2Primary47.99'250.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.02 cfs @ 11.75 hrs HW=40.15' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=40.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 26HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 4: Existing Basin 4 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=294,574 sf Peak Elev=44.45' Storage=33,230 cf 18.62 cfs 0.02 cfs 0.02 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 27HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-1: DP-1 Inflow Area =625,576 sf,4.60% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-1: DP-1 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=625,576 sf 0.00 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 28HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-2: DP-2 Inflow Area =187,148 sf,5.50% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-2: DP-2 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=187,148 sf 0.00 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 29HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-3: DP-3 Inflow Area =465,503 sf,1.89% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-3: DP-3 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=465,503 sf 0.00 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 30HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-4: DP-4 Inflow Area =294,574 sf,19.58% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-4: DP-4 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=294,574 sf 0.00 cfs 0.00 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 31HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-5: DP-5 Inflow Area =665,587 sf,46.33% Impervious, Inflow Depth = 3.05" for 25-yr event Inflow=66.45 cfs @ 12.04 hrs, Volume=169,314 cf Primary=66.45 cfs @ 12.04 hrs, Volume=169,314 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-5: DP-5 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=665,587 sf66.45 cfs 66.45 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 32HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-6: DP-6 Inflow Area =290,161 sf,0.97% Impervious, Inflow Depth = 2.96" for 25-yr event Inflow=24.83 cfs @ 12.08 hrs, Volume=71,494 cf Primary=24.83 cfs @ 12.08 hrs, Volume=71,494 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-6: DP-6 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=290,161 sf24.83 cfs 24.83 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 33HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-7: DP-7 Inflow Area =459,857 sf,0.38% Impervious, Inflow Depth = 2.05" for 25-yr event Inflow=26.79 cfs @ 12.08 hrs, Volume=78,440 cf Primary=26.79 cfs @ 12.08 hrs, Volume=78,440 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-7: DP-7 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=459,857 sf26.79 cfs 26.79 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 34HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-8: DP-8 Inflow Area =49,086 sf,0.00% Impervious, Inflow Depth = 0.68" for 25-yr event Inflow=0.69 cfs @ 12.07 hrs, Volume=2,789 cf Primary=0.69 cfs @ 12.07 hrs, Volume=2,789 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-8: DP-8 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=49,086 sf0.69 cfs 0.69 cfs Post-Development 25-yr Storm Type II 24-hr 25-yr Rainfall=6.19"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 35HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-9: DP-9 Inflow Area =149,354 sf,0.00% Impervious, Inflow Depth = 2.05" for 25-yr event Inflow=9.94 cfs @ 12.04 hrs, Volume=25,476 cf Primary=9.94 cfs @ 12.04 hrs, Volume=25,476 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-9: DP-9 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=149,354 sf9.94 cfs 9.94 cfs POST-DEVELOPMENT 201 Subcat 201 202 Subcat 202 203 Subcat 203 204 Subcat 204 205 Subcat 205 206 Subcat 206 207 Subcat 207 208 Subcat 208 209 Subcat 209 1 Existing Basin 1 2 Existing Basin 2 3 Existing Basin 3 4 Existing Basin 4 DP-1 DP-1 DP-2 DP-2 DP-3 DP-3 DP-4 DP-4 DP-5 DP-5 DP-6 DP-6 DP-7 DP-7 DP-8 DP-8 DP-9 DP-9 Routing Diagram for Southold Solar Post Development_REVPrepared by TRC Companies, Printed 7/30/2024 HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link Post-Development 2-inch Storm Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 2HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event#Event Name Storm TypeCurveModeDuration (hours) B/BDepth (inches) AMC 12-inchType II 24-hr Default24.0012.002 Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 3HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Time span=0.00-96.00 hrs, dt=0.05 hrs, 1921 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=14.361 ac 4.60% Impervious Runoff Depth=0.14"Subcatchment 201: Subcat 201 Tc=12.4 min UI Adjusted CN=65 Runoff=0.87 cfs 7,042 cf Runoff Area=4.296 ac 5.50% Impervious Runoff Depth=0.41"Subcatchment 202: Subcat 202 Tc=10.0 min CN=76 Runoff=2.39 cfs 6,452 cf Runoff Area=10.686 ac 1.89% Impervious Runoff Depth=0.00"Subcatchment 203: Subcat 203 Tc=20.5 min UI Adjusted CN=45 Runoff=0.00 cfs 0 cf Runoff Area=294,574 sf 19.58% Impervious Runoff Depth=0.00"Subcatchment 204: Subcat 204 Tc=0.0 min UI Adjusted CN=52 Runoff=0.00 cfs 62 cf Runoff Area=15.280 ac 46.33% Impervious Runoff Depth=0.27"Subcatchment 205: Subcat 205 Tc=11.9 min CN=71 Runoff=4.02 cfs 14,738 cf Runoff Area=6.661 ac 0.97% Impervious Runoff Depth=0.24"Subcatchment 206: Subcat 206 Tc=15.5 min CN=70 Runoff=1.25 cfs 5,818 cf Runoff Area=10.557 ac 0.38% Impervious Runoff Depth=0.06"Subcatchment 207: Subcat 207 Tc=14.9 min CN=60 Runoff=0.08 cfs 2,323 cf Runoff Area=1.127 ac 0.00% Impervious Runoff Depth=0.00"Subcatchment 208: Subcat 208 Tc=10.9 min CN=42 Runoff=0.00 cfs 0 cf Runoff Area=3.429 ac 0.00% Impervious Runoff Depth=0.06"Subcatchment 209: Subcat 209 Tc=11.3 min CN=60 Runoff=0.03 cfs 754 cf Peak Elev=26.48' Storage=0.080 af Inflow=0.87 cfs 7,042 cfPond 1: Existing Basin 1 Discarded=0.09 cfs 5,623 cf Primary=0.00 cfs 0 cf Outflow=0.09 cfs 5,623 cf Peak Elev=40.96' Storage=0.128 af Inflow=2.39 cfs 6,452 cfPond 2: Existing Basin 2 Discarded=0.02 cfs 5,843 cf Primary=0.00 cfs 0 cf Outflow=0.02 cfs 5,843 cf Peak Elev=12.00' Storage=0.000 af Inflow=0.00 cfs 0 cfPond 3: Existing Basin 3 Discarded=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf Peak Elev=40.01' Storage=44 cf Inflow=0.00 cfs 62 cfPond 4: Existing Basin 4 Discarded=0.00 cfs 62 cf Primary=0.00 cfs 0 cf Outflow=0.00 cfs 62 cf Inflow=0.00 cfs 0 cfLink DP-1: DP-1 Primary=0.00 cfs 0 cf Inflow=0.00 cfs 0 cfLink DP-2: DP-2 Primary=0.00 cfs 0 cf Inflow=0.00 cfs 0 cfLink DP-3: DP-3 Primary=0.00 cfs 0 cf Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 4HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Inflow=0.00 cfs 0 cfLink DP-4: DP-4 Primary=0.00 cfs 0 cf Inflow=4.02 cfs 14,738 cfLink DP-5: DP-5 Primary=4.02 cfs 14,738 cf Inflow=1.25 cfs 5,818 cfLink DP-6: DP-6 Primary=1.25 cfs 5,818 cf Inflow=0.08 cfs 2,323 cfLink DP-7: DP-7 Primary=0.08 cfs 2,323 cf Inflow=0.00 cfs 0 cfLink DP-8: DP-8 Primary=0.00 cfs 0 cf Inflow=0.03 cfs 754 cfLink DP-9: DP-9 Primary=0.03 cfs 754 cf Total Runoff Area = 3,186,845 sf Runoff Volume = 37,189 cf Average Runoff Depth = 0.14" 86.87% Pervious = 2,768,330 sf 13.13% Impervious = 418,515 sf Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 5HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 201: Subcat 201 Runoff=0.87 cfs @ 12.12 hrs, Volume=7,042 cf, Depth=0.14" Routed to Pond 1 : Existing Basin 1 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNAdjDescription 3.94139>75% Grass cover, Good, HSG A 0.12361>75% Grass cover, Good, HSG B 7.74074>75% Grass cover, Good, HSG C 0.08376Gravel roads, HSG A 0.04785Gravel roads, HSG B 0.91389Gravel roads, HSG C 0.02596Gravel surface, HSG A 0.37496Gravel surface, HSG C 0.00698Unconnected pavement, HSG A 0.65598Unconnected pavement, HSG C 0.45430Woods, Good, HSG A 0.00070Woods, Good, HSG C 14.3616665Weighted Average, UI Adjusted 13.700 95.40% Pervious Area 0.661 4.60% Impervious Area 0.661 100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 12.4 Direct Entry, DIRECT(no change from PRE) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 6HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 201: Subcat 201 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=14.361 ac Runoff Volume=7,042 cf Runoff Depth=0.14" Tc=12.4 min UI Adjusted CN=65 0.87 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 7HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 202: Subcat 202 Runoff=2.39 cfs @ 12.04 hrs, Volume=6,452 cf, Depth=0.41" Routed to Pond 2 : Existing Basin 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNDescription 0.03761>75% Grass cover, Good, HSG B 3.80074>75% Grass cover, Good, HSG C 0.01385Gravel roads, HSG B 0.06389Gravel roads, HSG C 0.14696Gravel surface, HSG C 0.23698Unconnected pavement, HSG C 0.00270Woods, Good, HSG C 4.29676Weighted Average 4.06094.50% Pervious Area 0.2365.50% Impervious Area 0.236100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 10.0 Direct Entry, DIRECT(no change from PRE) Subcatchment 202: Subcat 202 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 2 1 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=4.296 ac Runoff Volume=6,452 cf Runoff Depth=0.41" Tc=10.0 min CN=76 2.39 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 8HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 203: Subcat 203 [45] Hint: Runoff=Zero Runoff=0.00 cfs @ 0.00 hrs, Volume=0 cf, Depth=0.00" Routed to Pond 3 : Existing Basin 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNAdjDescription 8.63539>75% Grass cover, Good, HSG A 1.01661>75% Grass cover, Good, HSG B 0.00574>75% Grass cover, Good, HSG C 0.09676Gravel roads, HSG A 0.01489Gravel roads, HSG C 0.47096Gravel surface, HSG A 0.11796Gravel surface, HSG B 0.20298Unconnected pavement, HSG A 0.06730Woods, Good, HSG A 0.06555Woods, Good, HSG B 10.6864645Weighted Average, UI Adjusted 10.484 98.11% Pervious Area 0.202 1.89% Impervious Area 0.202 100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 20.5 Direct Entry, DIRECT(no change from PRE) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 9HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 203: Subcat 203 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=10.686 ac Runoff Volume=0 cf Runoff Depth=0.00" Tc=20.5 min UI Adjusted CN=45 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 10HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 204: Subcat 204 [46] Hint: Tc=0 (Instant runoff peak depends on dt) Runoff=0.00 cfs @ 23.95 hrs, Volume=62 cf, Depth=0.00" Routed to Pond 4 : Existing Basin 4 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (sf)CNAdjDescription 166,97139>75% Grass cover, Good, HSG A 59,78261>75% Grass cover, Good, HSG B 6,40382Dirt roads, HSG B 2,85096Gravel surface, HSG A 20,75298Unconnected pavement, HSG A 36,92798Unconnected pavement, HSG B 88955Woods, Good, HSG B 294,5745752Weighted Average, UI Adjusted 236,895 80.42% Pervious Area 57,679 19.58% Impervious Area 57,679 100.00% Unconnected Subcatchment 204: Subcat 204 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=294,574 sf Runoff Volume=62 cf Runoff Depth=0.00" Tc=0.0 min UI Adjusted CN=52 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 11HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 205: Subcat 205 Runoff=4.02 cfs @ 12.07 hrs, Volume=14,738 cf, Depth=0.27" Routed to Link DP-5 : DP-5 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNDescription 3.12539>75% Grass cover, Good, HSG A 2.48061>75% Grass cover, Good, HSG B 0.21274>75% Grass cover, Good, HSG C 0.33776Gravel roads, HSG A 0.13989Gravel roads, HSG C 0.00796Gravel surface, HSG A 2.79198Unconnected pavement, HSG A 4.23298Unconnected pavement, HSG B 0.05698Unconnected pavement, HSG C 1.79230Woods, Good, HSG A 0.00655Woods, Good, HSG B 0.10170Woods, Good, HSG C 15.28071Weighted Average 8.20053.67% Pervious Area 7.07946.33% Impervious Area 7.079100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 11.9 Direct Entry, DIRECT(no change from PRE) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 12HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 205: Subcat 205 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 4 3 2 1 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=15.280 ac Runoff Volume=14,738 cf Runoff Depth=0.27" Tc=11.9 min CN=71 4.02 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 13HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 206: Subcat 206 Runoff=1.25 cfs @ 12.12 hrs, Volume=5,818 cf, Depth=0.24" Routed to Link DP-6 : DP-6 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNDescription 0.14939>75% Grass cover, Good, HSG A 3.00061>75% Grass cover, Good, HSG B 0.72874>75% Grass cover, Good, HSG C 1.50382Dirt roads, HSG B 0.90885Gravel roads, HSG B 0.07389Gravel roads, HSG C 0.02598Unconnected pavement, HSG A 0.04098Unconnected pavement, HSG C 0.08230Woods, Good, HSG A 0.13255Woods, Good, HSG B 0.02370Woods, Good, HSG C 6.66170Weighted Average 6.59799.03% Pervious Area 0.0640.97% Impervious Area 0.064100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 15.5 Direct Entry, DIRECT(no change from PRE) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 14HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 206: Subcat 206 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=6.661 ac Runoff Volume=5,818 cf Runoff Depth=0.24" Tc=15.5 min CN=70 1.25 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 15HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 207: Subcat 207 Runoff=0.08 cfs @ 13.04 hrs, Volume=2,323 cf, Depth=0.06" Routed to Link DP-7 : DP-7 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNDescription 2.91939>75% Grass cover, Good, HSG A 3.52261>75% Grass cover, Good, HSG B 1.09674>75% Grass cover, Good, HSG C 0.02872Dirt roads, HSG A 0.74982Dirt roads, HSG B 0.02487Dirt roads, HSG C 1.30276Gravel roads, HSG A 0.11389Gravel roads, HSG C 0.27796Gravel surface, HSG A 0.03896Gravel surface, HSG B 0.04098Unconnected pavement, HSG C 0.22430Woods, Good, HSG A 0.15955Woods, Good, HSG B 0.06470Woods, Good, HSG C 10.55760Weighted Average 10.51799.62% Pervious Area 0.0400.38% Impervious Area 0.040100.00% Unconnected TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 14.9 Direct Entry, DIRECT(no change from PRE) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 16HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Subcatchment 207: Subcat 207 Runoff Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=10.557 ac Runoff Volume=2,323 cf Runoff Depth=0.06" Tc=14.9 min CN=60 0.08 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 17HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 208: Subcat 208 [45] Hint: Runoff=Zero Runoff=0.00 cfs @ 0.00 hrs, Volume=0 cf, Depth=0.00" Routed to Link DP-8 : DP-8 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNDescription 0.14339>75% Grass cover, Good, HSG A 0.03861>75% Grass cover, Good, HSG B 0.27372Dirt roads, HSG A 0.67430Woods, Good, HSG A 1.12742Weighted Average 1.127100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 10.9 Direct Entry, DIRECT(no change from PRE) Subcatchment 208: Subcat 208 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=1.127 ac Runoff Volume=0 cf Runoff Depth=0.00" Tc=10.9 min CN=42 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 18HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 209: Subcat 209 Runoff=0.03 cfs @ 12.98 hrs, Volume=754 cf, Depth=0.06" Routed to Link DP-9 : DP-9 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Type II 24-hr 2-inch Rainfall=2.00" Area (ac)CNDescription 0.89839>75% Grass cover, Good, HSG A 0.89961>75% Grass cover, Good, HSG B 0.66776Gravel roads, HSG A 0.60685Gravel roads, HSG B 0.26830Woods, Good, HSG A 0.09155Woods, Good, HSG B 3.42960Weighted Average 3.429100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) 11.3 Direct Entry, DIRECT(no change from PRE) Subcatchment 209: Subcat 209 Runoff Hydrograph Time (hours) 95908580757065605550454035302520151050 Fl o w ( c f s ) 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 Type II 24-hr 2-inch Rainfall=2.00" Runoff Area=3.429 ac Runoff Volume=754 cf Runoff Depth=0.06" Tc=11.3 min CN=60 0.03 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 19HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 1: Existing Basin 1 Inflow Area =625,576 sf,4.60% Impervious, Inflow Depth = 0.14" for 2-inch event Inflow=0.87 cfs @ 12.12 hrs, Volume=7,042 cf Outflow=0.09 cfs @ 13.85 hrs, Volume=5,623 cf, Atten= 90%, Lag= 103.8 min Discarded=0.09 cfs @ 13.85 hrs, Volume=5,623 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-1 : DP-1 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 26.48' @ 22.48 hrs Surf.Area= 0.174 ac Storage= 0.080 af Plug-Flow detention time= 437.0 min calculated for 5,623 cf (80% of inflow) Center-of-Mass det. time= 349.3 min ( 1,324.2 - 974.8 ) VolumeInvertAvail.StorageStorage Description #126.00'6.320 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 26.000.1600.0000.000 42.000.6306.3206.320 DeviceRouting InvertOutlet Devices #1Discarded26.20'0.09 cfs Exfiltration when above 26.20' #2Primary41.99'185.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.09 cfs @ 13.85 hrs HW=26.32' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=26.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 20HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 1: Existing Basin 1 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=625,576 sf Peak Elev=26.48' Storage=0.080 af 0.87 cfs 0.09 cfs 0.09 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 21HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 2: Existing Basin 2 Inflow Area =187,148 sf,5.50% Impervious, Inflow Depth = 0.41" for 2-inch event Inflow=2.39 cfs @ 12.04 hrs, Volume=6,452 cf Outflow=0.02 cfs @ 12.05 hrs, Volume=5,843 cf, Atten= 99%, Lag= 0.8 min Discarded=0.02 cfs @ 12.05 hrs, Volume=5,843 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-2 : DP-2 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 40.96' @ 24.16 hrs Surf.Area= 0.146 ac Storage= 0.128 af Plug-Flow detention time= 2,312.7 min calculated for 5,840 cf (91% of inflow) Center-of-Mass det. time= 2,266.0 min ( 3,156.3 - 890.4 ) VolumeInvertAvail.StorageStorage Description #140.00'1.840 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 40.000.1200.0000.000 48.000.3401.8401.840 DeviceRouting InvertOutlet Devices #1Discarded40.10'0.02 cfs Exfiltration when above 40.10' #2Primary47.99'200.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.02 cfs @ 12.05 hrs HW=40.21' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=40.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 22HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 2: Existing Basin 2 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 2 1 0 Inflow Area=187,148 sf Peak Elev=40.96' Storage=0.128 af 2.39 cfs 0.02 cfs 0.02 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 23HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 3: Existing Basin 3 Inflow Area =465,503 sf,1.89% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Outflow=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Discarded=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-3 : DP-3 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 12.00' @ 0.00 hrs Surf.Area= 0.390 ac Storage= 0.000 af Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) VolumeInvertAvail.StorageStorage Description #112.00'4.960 af Custom Stage Data (Prismatic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(acres)(acre-feet)(acre-feet) 12.000.3900.0000.000 20.000.8504.9604.960 DeviceRouting InvertOutlet Devices #1Discarded12.10'0.14 cfs Exfiltration when above 12.10' #2Primary19.99'125.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=12.00' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=12.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 24HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 3: Existing Basin 3 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=465,503 sf Peak Elev=12.00' Storage=0.000 af 0.00 cfs 0.00 cfs 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 25HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Pond 4: Existing Basin 4 Inflow Area =294,574 sf,19.58% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 23.95 hrs, Volume=62 cf Outflow=0.00 cfs @ 24.01 hrs, Volume=62 cf, Atten= 57%, Lag= 3.4 min Discarded=0.00 cfs @ 24.01 hrs, Volume=62 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf Routed to Link DP-4 : DP-4 Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Peak Elev= 40.01' @ 24.01 hrs Surf.Area= 5,234 sf Storage= 44 cf Plug-Flow detention time= 349.5 min calculated for 62 cf (100% of inflow) Center-of-Mass det. time= 350.8 min ( 1,660.3 - 1,309.5 ) VolumeInvertAvail.StorageStorage Description #140.00'76,894 cf Custom Stage Data (Conic) Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.StoreWet.Area (feet)(sq-ft)(cubic-feet)(cubic-feet)(sq-ft) 40.00 5,227 0 0 5,227 48.0014,81076,89476,89415,197 DeviceRouting InvertOutlet Devices #1Discarded40.00'0.02 cfs Exfiltration when above 40.00' #2Primary47.99'250.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.02 cfs @ 24.01 hrs HW=40.01' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=40.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 26HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Pond 4: Existing Basin 4 Inflow OutflowDiscardedPrimary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0 Inflow Area=294,574 sf Peak Elev=40.01' Storage=44 cf 0.00 cfs 0.00 cfs 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 27HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-1: DP-1 Inflow Area =625,576 sf,4.60% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-1: DP-1 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=625,576 sf 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 28HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-2: DP-2 Inflow Area =187,148 sf,5.50% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-2: DP-2 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=187,148 sf 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 29HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-3: DP-3 Inflow Area =465,503 sf,1.89% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-3: DP-3 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=465,503 sf 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 30HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-4: DP-4 Inflow Area =294,574 sf,19.58% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-4: DP-4 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=294,574 sf 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 31HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-5: DP-5 Inflow Area =665,587 sf,46.33% Impervious, Inflow Depth = 0.27" for 2-inch event Inflow=4.02 cfs @ 12.07 hrs, Volume=14,738 cf Primary=4.02 cfs @ 12.07 hrs, Volume=14,738 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-5: DP-5 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 4 3 2 1 0 Inflow Area=665,587 sf4.02 cfs 4.02 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 32HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-6: DP-6 Inflow Area =290,161 sf,0.97% Impervious, Inflow Depth = 0.24" for 2-inch event Inflow=1.25 cfs @ 12.12 hrs, Volume=5,818 cf Primary=1.25 cfs @ 12.12 hrs, Volume=5,818 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-6: DP-6 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=290,161 sf1.25 cfs 1.25 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 33HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-7: DP-7 Inflow Area =459,857 sf,0.38% Impervious, Inflow Depth = 0.06" for 2-inch event Inflow=0.08 cfs @ 13.04 hrs, Volume=2,323 cf Primary=0.08 cfs @ 13.04 hrs, Volume=2,323 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-7: DP-7 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=459,857 sf0.08 cfs 0.08 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 34HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-8: DP-8 Inflow Area =49,086 sf,0.00% Impervious, Inflow Depth = 0.00" for 2-inch event Inflow=0.00 cfs @ 0.00 hrs, Volume=0 cf Primary=0.00 cfs @ 0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-8: DP-8 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 1 0 Inflow Area=49,086 sf 0.00 cfs 0.00 cfs Post-Development 2-inch Storm Type II 24-hr 2-inch Rainfall=2.00"Southold Solar Post Development_REV Printed 7/30/2024Prepared by TRC Companies Page 35HydroCAD® 10.20-5a s/n 01402 © 2023 HydroCAD Software Solutions LLC Summary for Link DP-9: DP-9 Inflow Area =149,354 sf,0.00% Impervious, Inflow Depth = 0.06" for 2-inch event Inflow=0.03 cfs @ 12.98 hrs, Volume=754 cf Primary=0.03 cfs @ 12.98 hrs, Volume=754 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-96.00 hrs, dt= 0.05 hrs Link DP-9: DP-9 Inflow Primary Hydrograph Time (hours)95908580757065605550454035302520151050 Fl o w ( c f s ) 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 Inflow Area=149,354 sf0.03 cfs 0.03 cfs I Appendix I – Post-Construction Operation and Maintenance (O&M) Manual Post-Construction Operation and Maintenance (O&M) Manual for Stormwater Management Facilities for TOWN OF SOUTHOLD LANDFILL SOLAR PROJECT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Prepared for: Summit Ridge Energy 1515 Wilson Boulevard, Suite 300 Arlington, VA 22209 Prepared by: TRC Engineers, Inc. 1407 Broadway, Suite 3301 New York, NY 10018 July 2024 Table of Contents: 1.0 Introduction .................................................................................................................... 3 1.1 Purpose of the Manual ............................................................................................................. 3 2.0 Inspection and Maintenance Schedule ........................................................................... 3 3.0 First Year Maintenance .................................................................................................. 3 4.0 General Site Maintenance .............................................................................................. 4 4.1 Site Restoration ......................................................................................................................... 4 4.2 Tree Planting/Preservation ...................................................................................................... 4 5.0 Winter Maintenance ........................................................................................................ 4 6.0 Operation and Maintenance Procedures: Stormwater Management Facilities ................ 5 6.1 Infiltration Facilities ................................................................................................................... 5 7.0 Operation and Maintenance Procedures: Stormwater Structures and Features .............. 6 7.1 Catch Basins and Curb Inlets ................................................................................................. 6 7.2 Manholes .................................................................................................................................... 6 7.3 Storm Culverts and Drainage Pipes ....................................................................................... 6 8.0 Operation and Maintenance Procedures: Miscellaneous Items ...................................... 7 8.1 Fences, Gates, and Signage................................................................................................... 7 8.2 Access Roads ............................................................................................................................ 7 9.0 Operation and Maintenance Procedures: Repair/Replacement Activities ....................... 8 10.0 Contact Information ........................................................................................................ 8 Appendices: Appendix A – Stormwater Management Practice Schematics Appendix B – Blank Maintenance Inspection Form Appendix C – Completed Maintenance Inspection Forms Appendix D – Maintenance Agreements Post-Construction Operation and Maintenance (O&M) Manual 3 1.0 Introduction The stormwater management system for the Town of Southold Landfill Solar Project consists of infiltration basins and drainage ditches. The following O&M Manual outlines the minimum requirements for maintaining the stormwater management facilities, as required in Section 3.5 of the New York State Stormwater Management Design Manual (SMDM). 1.1 Purpose of the Manual This manual is intended to outline the requirements for proper maintenance and operation of the stormwater management facilities associated with Town of Southold Landfill Solar Project. Proper maintenance ensures the following: • Stormwater facilities operate as they were designed; • Stormwater facilities remain free of harmful sediment, debris, and potential pollutants; and, • Stormwater facilities do not result in adverse downstream impacts to environmentally sensitive areas. The Town of Southold Landfill Solar Project will be solely-owned, operated, and maintained by Summit Ridge Energy (the Owner). The Owner is responsible for ensuring that the stormwater management facilities installed on the Project Site are properly maintained and that they function as designed. In some cases, the maintenance responsibility may be assigned to others through special maintenance agreements. Stormwater management practice schematics for the Project Site are provided in Appendix A. Maintenance agreements associated with this Project shall be included in Appendix D of this Manual. This Manual details the various stormwater facility components and the general operation and maintenance activities required for each component. Additional operation and maintenance information may be found in the SMDM and the New York State Standards and Specifications for Erosion and Sediment Control. 2.0 Inspection and Maintenance Schedule The stormwater management systems shall be inspected and maintained regularly to ensure proper site function. Inspection frequency may depend on the stormwater management systems and facilities present at the Project Site. A Maintenance Inspection Form shall be completed during each inspection to document the Site conditions and required maintenance activities. Maintenance activities may include, but are not limited to, removal of sediment, trash, or debris; vegetation management; erosion repair; and revegetation of exposed soils. A blank sample Maintenance Inspection Form has been included in Appendix B. Completed Maintenance Inspection Forms shall be incorporated into Appendix C. 3.0 First Year Maintenance The following maintenance activities are required during the first year following Project completion: • Water vegetation once every three days for the first month, then provide a half inch of water per week during the first year. Post-Construction Operation and Maintenance (O&M) Manual 4 • Fertilization may be needed in the fall after the first growing season to increase plant vigor. Fertilizer application and use should be in accordance with local, state, and federal laws and regulations. • Keep the site free of vehicular and foot traffic and other weight loads. 4.0 General Site Maintenance Site cover and associated structures should be inspected periodically for the first few months following construction and then on a bi-annual basis or as otherwise required. Site inspections should also be performed following major weather events such as, but not limited to, major storm events and significant snow melt. Items to inspect for include, but are not limited to: • Differential settlement of embankments, cracking, or erosion. • Lack of vegetative cover density. • Sediment accumulation on the ground surface or within stormwater management practices or conveyance systems. • Accumulation of debris, litter, or pollutants such as oil or grease on the ground surface or within stormwater management practices or conveyance systems. • Damage to or weakness of stormwater management practices or conveyance systems. 4.1 Site Restoration Areas within a Project Site that have undergone site restoration should be inspected periodically for the first six months. Items to inspect for include, but are not limited to: • Checking embankments for subsidence, erosion, cracking, undesirable tree and shrub growth, and the presence of burrowing animals. • Health and vigor of vegetation such as trees, shrubs, grass, and flowers. • Accumulation of sediment or vegetative debris such as leaves and branches. 4.2 Tree Planting/Preservation During the first two years, mulching, watering and protection of young trees is necessary. Inspection of trees should be performed every three months and within the one week of ice storms and high wind events, reaching speeds of 40 mph. As a minimum, inspection should include assessment of tree health, inspection for evidence of damage or disease, and determining the survival rate of damage and diseased trees. Trees shall be pruned and treated as necessary, and dead trees shall be replaced. 5.0 Winter Maintenance To prevent impacts to stormwater management facilities, the following winter maintenance limitations, restrictions, and/or needs are recommended: • Remove snow and ice from catch basins, inlet and outlet structures, and away from culvert end sections. Post-Construction Operation and Maintenance (O&M) Manual 5 • Snow plowed or removed should not be piled at inlets/outlets of stormwater management practices or structures. • De-icing materials should be limited to sand and “environmentally friendly” chemical products. o The use of salt mixtures should be kept to a minimum. o Sand used for de-icing should be clean, coarse material free of fines, silt and clay. • De-icing materials should be removed during the early spring by sweeping and/or vacuuming. 6.0 Operation and Maintenance Procedures: Stormwater Management Facilities 6.1 Infiltration Facilities Infiltration facilities dispose of stormwater by detaining the water and allowing it to infiltrate into the ground. Infiltration facilities may be designed to handle all or a portion of the runoff from a Project Site, or they may overflow and bypass larger storms to alternate systems. The Town of Southold will General Inspection Requirements Stormwater infiltration systems shall be inspected annually and after major storm events. The facility should be inspected following a storm event to ensure the system is functioning properly and maintaining the capacity to infiltrate the stormwater. The system shall be inspected by the Owner/Operator for sedimentation, debris/trash, and damage. Access and Vegetation Management Direct access to the infiltration facility shall be available at all times. Vegetation shall be managed to sustain the facility and allow for access. Seed and mulch bare soils are needed to maintain adequate soil cover. Safety and Security Features The observation well shall consist of an anchored six-inch diameter perforated PVC pipe with a lockable cap installed flush with the ground surface. Inspect the observation well to confirm it is intact and the security features are in good condition. Trash and Debris Trash and debris shall be removed and disposed of off-site as needed. Erosion and Sedimentation Sediment shall be removed from the system when it accumulates to two inches, or when the system is not draining properly. The sediment shall be removed with a hand shovel and disposed of at an approved solid waste disposal facility. The infiltration facility shall be inspected annually for sediment deposition. Inspect the system for displacement of aggregate material. Remove the displaced aggregate and repair the infiltration facility as needed to meet the design specifications. Post-Construction Operation and Maintenance (O&M) Manual 6 System Functionality and Dewatering The infiltration system shall fully dewater within 48 hours of the conclusion of a storm event. Damage to the infiltration system shall be repaired immediately following identification. The overflow from the infiltration system shall be inspected for damage and to ensure the system is operating correctly. 7.0 Operation and Maintenance Procedures: Stormwater Structures and Features If, and to the extent associated with the project, inspect and maintain the following collection and conveyance components. 7.1 Catch Basins and Curb Inlets Catch basins and curb inlets trap capture stormwater, typically from paved surfaces. The catch basins and curb inlets shall be inspected at least annually for sedimentation, debris, trash, damage or ponded water. The structure should be inspected for damage such as cracking, deterioration, collapsing piping, or issues with the grates. Cracks no greater than one-quarter inch shall be present. Maintenance of damage structure components shall happen immediately after identification by a licensed contractor. The frequency for cleanout will depend on the efficiency of mowing, sweeping, and debris and litter removal. The catch basin shall be cleaned by a licensed contractor when the accumulation of sediment is within six inches of the catch basin outlet pipe. Sediment, trash, and debris shall be removed and disposed of at an approved solid waste facility. If the catch basin or curb inlet is adjacent to vegetation, maintain the vegetation to ensure it does not obstruct the flow of stormwater into the structure. Leaf litter shall be raked from the surrounding area to prevent washout into the structure. 7.2 Manholes Manholes typically provide access to storm sewer pipe connections. Manholes should be inspected annually by trained personnel to assess for damage, debris/trash or sedimentation. Damage may include, but is not limited to, issues with the frame, cracks in the structure, and concrete spalling or structure deterioration. Repair to the manhole shall be conducted by a trained contractor as directed by a license engineer. Manholes shall be cleaned when a blockage occurs and prevents the passage of stormwater through the system. Cleaning shall be conducted in a way that prevents sediment or pollutants from transporting through the storm sewer system, and performed in a way that ensures removed sediment and water is not discharged back into the storm sewer. Removed sediment and debris shall be disposed of at an approved solid waste facility. 7.3 Storm Culverts and Drainage Pipes Storm culverts and drainage pipes convey stormwater throughout the Project Site. The storm culverts and drainage pipes shall be inspected annually and after major storm events to assess for damage and obstructions. Storm culverts and drainage pipes may experience damage such as displacement, cracking, warping due to compaction, or corrosion. The culverts and piping shall be repaired or replaced when 25% or more of the structure has been compromised. Post-Construction Operation and Maintenance (O&M) Manual 7 Sediment build-up and debris/trash shall be removed and disposed of at an approved soil waste disposal facility. Improper removal of sediment and debris/trash may result in flooding and adverse impacts to upstream areas. Use of a hand shovel is recommended for sediment removal. Riprap outlet protection and stone aprons at the outlets of storm culverts and drainage pipes shall be inspected as detailed in Section 2.0 of this Manual. The inlets and outlets shall be assessed for erosive conditions. Repair to erosion shall be completed as needed. Vegetation shall be maintained to prevent excess vegetative growth at the inlets and outlets of the culverts and piping. 8.0 Operation and Maintenance Procedures: Miscellaneous Items 8.1 Fences, Gates, and Signage Fences have been installed around the perimeter of stormwater facilities in order to restrict entry to the facility, and to protecting the public and wildlife. Gates have been installed at various locations along the perimeter fencing to allow for maintenance access. Gates are to be secured shut with a lock except when maintenance operations are actively occurring. Inspect the fences, gates, and signage annually for areas needing repair or replacement. Repair or replace damaged or compromised components of the fences, gates, or signage as needed. Maintain the ground underneath the fences and gates as needed to allow safe entry and exit to the stormwater management facility and prevent further erosion impacts. Replace the signage if any information is missing or has been sun-bleached. 8.2 Access Roads Access Roads Access roads shall be maintained to allow for safe access to and from the Project Site. The access roads shall be inspected annually and after major storm events to assess for trash/debris, erosion, rilling, sedimentation, or gravel migration. Trash/debris shall be removed as needed and disposed of at an approved solid waste facility. Erosion, sedimentation, rilling, or gravel migration shall be repaired. Vegetation along the access roads shall be maintained as needed to allow for safe access to the Project Site. Post-Construction Operation and Maintenance (O&M) Manual 8 Pervious Access Roads Pervious access roads are to be installed after construction has finalized to prevent sediment tracking into the porous stone material or compaction of the road area. The pervious access road will require little on-going maintenance. The road areas shall be inspected annually and after major storm events to access for trash/debris, erosion, rilling, sedimentation, or gravel migration. Trash/debris shall be removed as needed and disposed of at an approved solid waste facility. Erosion, sedimentation, rilling, or gravel migration shall be repaired. Vegetation along the road areas shall be maintained as needed to allow for safe access to the Project Site. 9.0 Operation and Maintenance Procedures: Repair/Replacement Activities Damage to on-site stormwater facilities and infrastructure may occur and repair or replacement may be necessary to ensure proper function. Components of the stormwater management practices, conveyance systems, or on-site structures which require repair or replacement should be addressed immediately following identification of deficiencies. Repair of stormwater management facilities shall be completed as outlined in this Manual. Replacement of stormwater facilities or components of a facility may require assessment and design by a licensed engineer. The Owner/Operator shall read local, state, and federal regulations prior to replacement activities to ensure compliance. 10.0 Contact Information Questions about the stormwater management systems and operation and maintenance procedures should be directed to Client Representative’s Name at Summit Ridge Energy by phone at XXX-XXX-XXXX or email at XXXXXX@XXXX.com. Post-Construction Operation and Maintenance (O&M) Manual A Appendix A - Stormwater Management Practice Schematics Post-Construction Operation and Maintenance (O&M) Manual: Stormwater Management Practice Schematics 1 Post-Construction O&M Manual: Stormwater Management Practice Schematics Project Name: Owner/Operator: 1 2 3 4 Post-Construction Operation and Maintenance (O&M) Manual: Stormwater Management Practice Schematics 2 5 6 7 8 Post-Construction Operation and Maintenance (O&M) Manual: Stormwater Management Practice Schematics 3 9 10 11 12 Post-Construction Operation and Maintenance (O&M) Manual B Appendix B – Blank Maintenance Inspection Form Post-Construction Operation and Maintenance (O&M) Manual: Maintenance Inspection Form 1 Post-Construction Operation and Maintenance Manual: Maintenance Inspection Form Project Name: Southold Landfill Solar Project Inspection Date: Inspection Time: Inspector’s Name: Inspection Item Inspection Frequency Maintenance Required? Comments Infiltration Facilities Facility is functioning properly? Annually Free of trash, debris, and pollutants? Monthly System is draining properly? Monthly Sediment accumulation has reached 2 inches or greater? Annually Vegetation is healthy and sufficient ground cover is observed? Annually Vegetation is mowed to a minimum height of 8 inches? Annually Overflow area is in good condition? Annually Catch Basins and Curb Inlets Free of trash, debris, and pollutants? Annually Sediment buildup is within 6 inches of the structure outlet? Annually Structure is in good condition with no damage observed? Annually Vegetation surrounding the structure is maintained? Annually Manholes Free of trash, debris, and pollutants? Annually Structure is in good condition with no damage observed? Annually Structure is free of blockage and stormwater flows freely through the system? Annually Storm Culverts and Drainage Pipes Free of trash, debris, and pollutants? Annually Culvert/pipe is free of obstructions and functioning properly? Annually Vegetation at the inlet and outlet is properly maintained? Annually Culvert/pipe is not damaged (cracked, warped, corroded, etc.)? Annually 25% or more of the culvert/pipe structure has been compromised? Annually Post-Construction Operation and Maintenance (O&M) Manual: Maintenance Inspection Form 2 Inspection Item Inspection Frequency Maintenance Required? Comments Fences, Gates, and Signage Fencing and gates are in working order and are not damaged? Annually Signage is legible and displayed clearly? Annually Vegetation is maintained to not impede gated access or block signage? Annually Access Roads Road surface is free of riling? Annually Geo-web/grid is not exposed? Annually Gravel cover is sufficient, and the road has maintained the proper grade? Annually Erosion and/or sedimentation observed? Annually Free of trash, debris, and pollutants? Annually Vegetation is healthy and sufficient ground cover is observed? Annually Vegetation is mowed to a minimum height of 4 inches? Annually Pervious Access Roads Road surface is free of riling? Annually Geo-web/grid is not exposed? Annually Gravel cover is sufficient, and the road has maintained the proper grade? Annually Erosion and/or sedimentation observed? Annually Free of trash, debris, and pollutants? Annually Vegetation is healthy and sufficient ground cover is observed? Annually Vegetation is mowed to a minimum height of 4 inches? Annually Post-Construction Operation and Maintenance (O&M) Manual C Appendix C – Completed Maintenance Inspection Forms Post-Construction Operation and Maintenance (O&M) Manual D Appendix D – Maintenance Agreements SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit K Wetland Delineation Memo dϮϬϭ͘ϱϬϴ͘Ϯϯϴϰ dZĐŽŵƉĂŶŝĞƐ͘ĐŽŵ ϭϬϵϵtĂůů^ƚƌĞĞƚtĞƐƚ^ƵŝƚĞϮϱϬ >LJŶĚŚƵƌƐƚ͕E:ϬϳϬϳϭ Memorandum To:JeremyKarpf, Director, Project Development Summit Ridge Energy From:Lisa Downing-Schmidt, TRC Subject: Site Visit and Delineation –Summit Ridge Southold LandfillSolar Project Date:August 30, 2024 CC: Laura Lefebvre(TRC) Introduction On January 24,2023, oneTRC wetland scientist visited the proposed Summit RidgeEnergy (SRE)Southold Landfill Solar Project(Project), located in theHamlet of Cutchogue, Town of Southold, Suffolk County, New York. The scientists reviewedcurrent ground conditions and conducteda wetland and waterbody delineation within the defined study area (the Project Site; see Attachment A –Figure 1). This memorandum summarizes the results of thewetland and waterbodydelineation conducted for the Project. The Project Site is located on a 60.02-acre parcel including a capped municipal landfill. The wetland and waterbody delineation survey was conducted ona 20.59-acre sectiondepicted on the location map (refer to Attachment A –Figure 1). Land use within the Project Siteconsists of a capped landfill.The Project Site is located on land zoned asLight Industrial. TRC reviewedpublicly available data from appropriate agencies prior to the resource delineation. The online United States Fish and Wildlife Service National Wetlands Inventory (NWI) Mapper was accessed to identify the presence of federallymapped wetlands and waters. The New York State Department of Environmental Conservation’s(NYSDEC’s)Environmental Resource Mapper was accessed to identify the presence of state-mapped wetlands and waters. TheUnited States Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) online Web Soil Survey was accessed to determine the mapped soils within the Project Site, and the hydric ratings for the soil map units were analyzed. Delineation Methodology Prior to conducting the wetland delineation, TRC reviewed multiplereferences to gain a preliminary understanding of the characteristics of the Project Site, including: i United States Geographic Survey 7.5-minute series topographic quadrangles; i Aerial photographs; i NWI-mapped wetlands; i NYSDEC Environmental Resource Mapper; i Flood Emergency Management Agency (FEMA) Floodplain; and i USDANRCS Web Soil Surveys. Site Visit and Delineation Memo –SRE Summit Ridge Solar Project August 30, 2024 Page 2of 3 The review prior to conducting the wetland delineation indicated that the Project Site was vacantand that there were potentially no wetlands, hydric soils,or floodplains present. Thewetland delineation was conducted in accordance with the methodologies described in the United States Army Corps of Engineers’(USACE) Wetlands Delineation Manual (1987 Manual)(Environmental Laboratory, 1987) and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region (2012 Regional Supplement) (Version 2.0; 2012). Wetlands are defined by the USACE as areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions, including swamps, marshes, bogs, and bottomlands. The 1987 Manual and 2012 Regional Supplement identify three environmental factors to consider when making wetland determinations. This three-factor approach involves indicators of hydrophytic vegetation, hydric soil, and wetland hydrology as described below. i Vegetation –Vegetation was documented and evaluated based on NWIclassifications for dominant wetland and upland vegetative communities. Hydrophytic vegetation was identified and categorized by using the USACE’s 2018National Wetland Plant List (NWPL) for the Northcentral and Northeast Regioncompiled by Lichvar et al.The NWPL provides wetland indicator status ratings of vascular plants in the United States. An important characteristic of the vegetation ratings in the NWPL is that plants that generally tend to be on the drier end of the spectrum may be considered hydrophytic if they display morphological adaptations to living in a wet soil (e.g.,very shallow roots or buttressed trunks). i Hydric Soils –Subsurface Project Site soils within the upper 20inches of ground surface were inspected for the presence of hydric soils, defined by the USACE as soils “that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part.” Hydric soil indicators were assessed based on the presence of soil morphologies used to make on-site determinations of hydric soil conditions, as identified in Field Indicators of Hydric Soils in the United States(version 8.2),compiled by Vasilis et al.,for the USDANRCS (2018). i Hydrology –Evidence of wetland hydrology at the Project Site was determined based on observations of surface saturation and inundation, topographic depressions, surface water connections and drainage patterns, and water-stained leaves, along with evidence of hydrology based on plant characteristics such as adventitious roots or moss growth on the lower parts of trees. Delineation Results The TRC wetland scientist confirmed that no wetland features exist within the Project Site. The TRC wetland scientists did not observe wetland vegetation, hydrology, or hydric soils. Oneintermittentstream with defined bed and banks was present. It is TRC’s opinion that this feature is non-jurisdictional. If you have any questions regarding TRC’s assessment, or would like additional information, please do not hesitate to contact meat ldowningschmidt@trcompanies.com or (315) 430-9190. Site Visit and Delineation Memo –SRE Summit Ridge Solar Project August 30, 2024 Page 3of 3 Sincerely, Lisa Downing-Schmidt Senior Environmental Science, TRC Enclosures: Attachment A –Figures Figure 1 –Delineated Wetland Resource Map Attachment B –Stream DataForm ATTACHMENT A Figures DA T E : AP P R O V E D B Y : CH E C K E D B Y : DR A W N B Y : P R O J . N O . : FIL E : TIT L E : PR O J E C T : Sou t h h o l d _ P r o p o s a l . a p r x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treamData Form STREAMANDWATERBODYINVENTORY CLIENT: SUMMIT RIDGE PROJECT: SOUTHOLD LANDFILL S-MJR-01,Intermittent PLOT OVERVIEW ID S-MJR-01 Classification Intermittent WaterbodyNameDate 2023-01-2410:59:42 Evaluators MattRegan Address(Approx.)CutchogueSuffolkCountyNY11935US LocationDescription Lat./Long.(WGS84)41.031138757281965,-72.50197665772633 STREAM / WATERBODY CHARACTERISTICS FlowStage Moderate FlowDirection NE AverageDepth(in.)3 ProbedStreamDepth 0to6inches PerceptibleFlow Yes Obstruction NA ChannelSubstrate Cobble/Gravel ChannelGradient 2to4%(1to2deg) Moderate Isfloodplainpresent?no BankfullWidth(ft)NA ExistingWaterWidth(ft)3 TopofBank(ft)3 WaterQualityPresumedRegulatoryAuthority OrdinaryHighWaterMark(ft)3 CanopyClosure(Est.) OHWMIndicators BedandBanks,NaturalLineImpressedonBank WaterQualityComments BankSubstrate Cobble/Gravel AquaticHabitat ObservedUse ObservedFauna RTESpecies&Evidence Notes BANKHEIGHT(ft)BANKSLOPEBANKEROSIONPOTENTIAL LeftBank 0.5 25to35%(14to20deg) Steep Low RightBank 0.5 25to35%(14to20deg) Steep Low TRC Environmental Corp. 102 W. State Street Ithaca, NY 14850 S-MJR-01 - Page 1 of 27/19/2024, 4:31:26 PM UTC4d005fe7-b44b-43e7-b844-dd6ff4a519e0 PHOTOS Upstream Photo: Downstream Photo: Across Stream/Waterbody Photo: TRC Environmental Corp. 102 W. State Street Ithaca, NY 14850 S-MJR-01 - Page 2 of 27/19/2024, 4:31:26 PM UTC4d005fe7-b44b-43e7-b844-dd6ff4a519e0 SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit L Consultation Letter from US Fish and Wildlife Service 01/20/2025 19:51:02 UTC United States Department of the Interior FISH AND WILDLIFE SERVICE Long Island Ecological Services Field Office 340 Smith Road Shirley, NY 11967-2258 Phone: (631) 286-0485 Fax: (631) 286-4003 In Reply Refer To: Project Code: 2024-0057571 Project Name: Southold Landfill Solar Subject:List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological Project code: 2024-0057571 01/20/2025 19:51:02 UTC   2 of 7 evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: https://www.fws.gov/sites/default/files/documents/endangered-species-consultation- handbook.pdf Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts, see https://www.fws.gov/program/migratory-bird-permit/what- we-do. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures, see https://www.fws.gov/library/collections/threats-birds. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.gov/partner/council-conservation- migratory-birds. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Project code: 2024-0057571 01/20/2025 19:51:02 UTC   3 of 7 ▪ Attachment(s): Official Species List OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Long Island Ecological Services Field Office 340 Smith Road Shirley, NY 11967-2258 (631) 286-0485 Project code: 2024-0057571 01/20/2025 19:51:02 UTC   4 of 7 PROJECT SUMMARY Project Code:2024-0057571 Project Name:Southold Landfill Solar Project Type:Power Gen - Solar Project Description:Southold Landfill Solar is a proposed solar facility located on a 60.59- acre parcel including a capped municipal landfill in the Hamlet of Cutchogue, Town of Southold, Suffolk County, New York. Land use within the Project Site consists of a capped landfill. Project Location: The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@41.030347449999994,-72.50048361816891,14z Counties:Suffolk County, New York Project code: 2024-0057571 01/20/2025 19:51:02 UTC   5 of 7 1. ENDANGERED SPECIES ACT SPECIES There is a total of 5 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. 1 Project code: 2024-0057571 01/20/2025 19:51:02 UTC   6 of 7 MAMMALS NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Endangered Tricolored Bat Perimyotis subflavus No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/10515 Proposed Endangered BIRDS NAME STATUS Piping Plover Charadrius melodus Population: [Atlantic Coast and Northern Great Plains populations] - Wherever found, except those areas where listed as endangered. There is final critical habitat for this species. Your location does not overlap the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/6039 Threatened Rufa Red Knot Calidris canutus rufa There is proposed critical habitat for this species. Your location does not overlap the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/1864 Threatened INSECTS NAME STATUS Monarch Butterfly Danaus plexippus There is proposed critical habitat for this species. Your location does not overlap the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/9743 Proposed Threatened CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S) MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. Project code: 2024-0057571 01/20/2025 19:51:02 UTC   7 of 7 IPAC USER CONTACT INFORMATION Agency:TRC Name:Lisa Downing-Schmidt Address:215 Greenfield Parkway Suite 102 City:Liverpool, NY 13088 State:NY Zip:13088 Email ldowningschmidt@trccompanies.com Phone:3154309190 01/20/2025 20:31:45 UTC United States Department of the Interior FISH AND WILDLIFE SERVICE Long Island Ecological Services Field Office 340 Smith Road Shirley, NY 11967-2258 Phone: (631) 286-0485 Fax: (631) 286-4003 In Reply Refer To: Project code: 2024-0057571 Project Name: Southold Landfill Solar Federal Nexus: no Federal Action Agency (if applicable): Subject:Technical assistance for 'Southold Landfill Solar' Dear Lisa Downing-Schmidt: This letter records your determination using the Information for Planning and Consultation (IPaC) system provided to the U.S. Fish and Wildlife Service (Service) on January 20, 2025, for 'Southold Landfill Solar' (here forward, Project). This project has been assigned Project Code 2024-0057571 and all future correspondence should clearly reference this number. Please carefully review this letter. Your Endangered Species Act (Act) requirements may not bbe complete. Ensuring Accurate Determinations When Using IPaC The Service developed the IPaC system and associated species’ determination keys in accordance with the Endangered Species Act of 1973 (ESA; 87 Stat. 884, as amended; 16 U.S.C. 1531 et seq.) and based on a standing analysis. All information submitted by the Project proponent into IPaC must accurately represent the full scope and details of the Project. Failure to accurately represent or implement the Project as detailed in IPaC or the Northern Long-eared Bat and Tricolored Bat Range-wide Determination Key (Dkey), invalidates this letter. Answers to certain questions in the DKey commit the project proponent to implementation of conservation measures that must be followed for the ESA determination to remain valid. Note that conservation measures for northern long-eared bat and tricolored bat may differ. If both bat species are present in the action area and the key suggests more conservative measures for one of the species for your project, the Project may need to apply the most conservative measures in order to avoid adverse effects. If unsure which conservation measures should be applied, please contact the appropriate Ecological Services Field Office Determination for the Northern Long-Eared Bat and Tricolored Bat Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  2 of 14 ▪ ▪ ▪ Based upon your IPaC submission and a standing analysis completed by the Service, your project has reached the following effect determination(s): Species Listing Status Determination Northern Long-eared Bat (Myotis septentrionalis)Endangered NLAA Tricolored Bat (Perimyotis subflavus)Proposed Endangered NLAA Federal agencies must consult with U.S. Fish and Wildlife Service under section 7(a)(2) of the Endangered Species Act (ESA) when an action may affect a listed species. Tricolored bat is proposed for listing as endangered under the ESA, but not yet listed. For actions that may affect a proposed species, agencies cannot consult, but they can confer under the authority of section 7(a) (4) of the ESA. Such conferences can follow the procedures for a consultation and be adopted as such if and when the proposed species is listed. Should the tricolored bat be listed, agencies must review projects that are not yet complete, or projects with ongoing effects within the tricolored bat range that previously received a NE or NLAA determination from the key to confirm that the determination is still accurate. Other Species and Critical Habitat that May be Present in the Action Area The IPaC-assisted determination key for the northern long-eared bat and tricolored bat does not apply to the following ESA-protected species and/or critical habitat that also may occur in your Action area: Monarch Butterfly Danaus plexippus Proposed Threatened Piping Plover Charadrius melodus Threatened Rufa Red Knot Calidris canutus rufa Threatened You may coordinate with our Office to determine whether the Action may cause prohibited take of the animal species and/or critical habitat listed above. Note that if a new species is listed that may be affected by the identified action before it is complete, additional review is recommended to ensure compliance with the Endangered Species Act. Next Steps Coordination with the Service is complete. This letter serves as technical assistance. All conservation measures should be implemented as proposed. Thank you for considering federally listed species during your project planning. If no changes occur with the Project or there are no updates on listed species, no further consultation/coordination for this project is required for the northern long-eared bat. However, the Service recommends that project proponents re-evaluate the Project in IPaC if: 1) the scope, timing, duration, or location of the Project changes (includes any project changes or amendments); 2) new information reveals the Project may impact (positively or negatively) federally listed species or designated critical habitat; or 3) a new species is listed, or critical habitat designated. If any of the above conditions occurs, additional coordination with the Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  3 of 14 Service should take place before project implements any changes which are final or commits additional resources. If you have any questions regarding this letter or need further assistance, please contact the Long Island Ecological Services Field Office and reference Project Code 2024-0057571 associated with this Project. Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  4 of 14 Action Description You provided to IPaC the following name and description for the subject Action. 1. Name Southold Landfill Solar 2. Description The following description was provided for the project 'Southold Landfill Solar': Southold Landfill Solar is a proposed solar facility located on a 60.59-acre parcel including a capped municipal landfill in the Hamlet of Cutchogue, Town of Southold, Suffolk County, New York. Land use within the Project Site consists of a capped landfill. The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@41.030347449999994,-72.50048361816891,14z Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  5 of 14 1. 2. 3. 4. 5. DETERMINATION KEY RESULT Based on the answers provided, the proposed Action is consistent with a determination of “may affect, but not likely to adversely affect” for a least one species covered by this determination key. QUALIFICATION INTERVIEW Does the proposed project include, or is it reasonably certain to cause, intentional take of listed bats or any other listed species? Note: Intentional take is defined as take that is the intended result of a project. Intentional take could refer to research, direct species management, surveys, and/or studies that include intentional handling/encountering, harassment, collection, or capturing of any individual of a federally listed threatened, endangered or proposed species? No Is the action area wholly within Zone 2 of the year-round active area for northern long- eared bat and/or tricolored bat? Automatically answered No Does the action area intersect Zone 1 of the year-round active area for northern long-eared bat and/or tricolored bat? Automatically answered No Does any component of the action involve leasing, construction or operation of wind turbines? Answer 'yes' if the activities considered are conducted with the intention of gathering survey information to inform the leasing, construction, or operation of wind turbines. Note: For federal actions, answer ‘yes’ if the construction or operation of wind power facilities is either (1) part of the federal action or (2) would not occur but for a federal agency action (federal permit, funding, etc.). No Is the proposed action authorized, permitted, licensed, funded, or being carried out by a Federal agency in whole or in part? No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  6 of 14 6. 7. 8. 9. 10. 11. 12. Have you contacted the appropriate agency to determine if your action is near any known northern long-eared bat or tricolored bat hibernacula? Note: A document with links to Natural Heritage Inventory databases and other state-specific sources of information on the locations of northern long-eared bat and tricolored bat hibernacula is available here. Location information for northern long-eared bat and tricolored bat hibernacula is generally kept in state natural heritage inventory databases – the availability of this data varies by state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. Yes Is any portion of the action area within 0.5-mile radius of any known bat hibernacula? If unsure, contact your local Ecological Services Field Office. No Have you contacted the appropriate agency to determine if your action is near any known occupied culverts? Note: A document with links to Natural Heritage Inventory databases and other state-specific sources of information on the locations of northern long-eared bat and tricolored bat hibernacula is available here. Location information for northern long-eared bat and tricolored bat hibernacula is generally kept in state natural heritage inventory databases – the availability of this data varies by state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. Yes Is any portion of the action area within a 0.25-mile radius of any known bat occupied culvert? If unsure, contact your local Ecological Services Field Office. No Does the action area contain any winter roosts or caves (or associated sinkholes, fissures, or other karst features), mines, rocky outcroppings, or tunnels that could provide habitat for hibernating bats? No Will the action cause effects to a bridge? Note: Covered bridges should be considered as bridges in this question. No Will the action result in effects to a culvert or tunnel at any time of year? No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  7 of 14 13. 14. 15. 16. 17. Are trees present within 1000 feet of the action area? Note: If there are trees within the action area that are of a sufficient size to be potential roosts for bats answer "Yes". If unsure, additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS’ Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at: https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. Yes Does the action include the intentional exclusion of bats from a building or structure? Note: Exclusion is conducted to deny bats’ entry or reentry into a building. To be effective and to avoid harming bats, it should be done according to established standards. If your action includes bat exclusion and you are unsure whether northern long-eared bats or tricolored bats are present, answer “Yes.” Answer “No” if there are no signs of bat use in the building/structure. If unsure, contact your local Ecological Services Field Office to help assess whether northern long-eared bats or tricolored bats may be present. Contact a Nuisance Wildlife Control Operator (NWCO) for help in how to exclude bats from a structure safely without causing harm to the bats (to find a NWCO certified in bat standards, search the Internet using the search term “National Wildlife Control Operators Association bats”). Also see the White-Nose Syndrome Response Team's guide for bat control in structures. No Does the action involve removal, modification, or maintenance of a human-made structure (barn, house, or other building) known or suspected to contain roosting bats? No Will the action cause construction of one or more new roads open to the public? For federal actions, answer ‘yes’ when the construction or operation of these facilities is either (1) part of the federal action or (2) would not occur but for an action taken by a federal agency (federal permit, funding, etc.). No Will the action include or cause any construction or other activity that is reasonably certain to increase average daily traffic permanently or temporarily on one or more existing roads? Note: For federal actions, answer ‘yes’ when the construction or operation of these facilities is either (1) part of the federal action or (2) would not occur but for an action taken by a federal agency (federal permit, funding, etc.). . No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  8 of 14 18. 19. 20. 21. 22. 23. 24. Will the action include or cause any construction or other activity that is reasonably certain to increase the number of travel lanes on an existing thoroughfare? For federal actions, answer ‘yes’ when the construction or operation of these facilities is either (1) part of the federal action or (2) would not occur but for an action taken by a federal agency (federal permit, funding, etc.). No Will the proposed Action involve the creation of a new water-borne contaminant source (e.g., leachate pond, pits containing chemicals that are not NSF/ANSI 60 compliant)? Note: For information regarding NSF/ANSI 60 please visit https://www.nsf.org/knowledge-library/nsf-ansi- standard-60-drinking-water-treatment-chemicals-health-effects No Will the proposed action involve the creation of a new point source discharge from a facility other than a water treatment plant or storm water system? No Will the action include drilling or blasting? No Will the action involve military training (e.g., smoke operations, obscurant operations, exploding munitions, artillery fire, range use, helicopter or fixed wing aircraft use)? No Will the proposed action involve the use of herbicides or other pesticides other than herbicides (e.g., fungicides, insecticides, or rodenticides)? Yes Will the action include or result in herbicide use that may affect suitable summer habitat for the northern long-eared bat or tricolored bat? Note: Additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS’ Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at: https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  9 of 14 25. 26. 27. 28. Will the action include or cause the application or drift of pesticides (e.g., fungicides, insecticides, or rodenticides) into forested areas that are suitable summer habitat for the northern long-eared bat or tricolored bat? Answer "Yes" if the application may result in transport (e.g., in water) or aerial drift of the pesticide into forested areas that are suitable summer habitat for the northern long-eared bat or tricolored bat. Note: Additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS’ Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at: https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. No Will the action include or cause activities that are reasonably certain to cause chronic or intense nighttime noise (above current levels of ambient noise in the area) in suitable summer habitat for the northern long-eared bat or tricolored bat during the active season? Chronic noise is noise that is continuous or occurs repeatedly again and again for a long time. Sources of chronic or intense noise that could cause adverse effects to bats may include, but are not limited to: road traffic; trains; aircraft; industrial activities; gas compressor stations; loud music; crowds; oil and gas extraction; construction; and mining. Note: Additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS’ Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at: https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. No Does the action include, or is it reasonably certain to cause, the use of permanent or temporary artificial lighting within 1000 feet of suitable northern long-eared bat or tricolored bat roosting habitat? Note: Additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS’ Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at: https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. No Will the action include tree cutting or other means of knocking down or bringing down trees, tree topping, or tree trimming? No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  10 of 14 29. 30. 31. 32. 33. 34. Will the proposed action result in the use of prescribed fire? Note: If the prescribed fire action includes other activities than application of fire (e.g., tree cutting, fire line preparation) please consider impacts from those activities within the previous representative questions in the key. This set of questions only considers impacts from flame and smoke. No Does the action area intersect the northern long-eared bat species list area? Automatically answered Yes [Semantic] Is the action area located within 0.25 miles of a culvert that is known to be occupied by northern long-eared or tricolored bats? Automatically answered No Have you contacted the appropriate agency to determine if your action is within 150 feet of any documented northern long-eared bat roosts? Note: A document with links to Natural Heritage Inventory databases and other state-specific sources of information on the locations of northern long-eared bat roosts is available here. Location information for northern long-eared bat roosts is generally kept in state natural heritage inventory databases – the availability of this data varies by state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. Yes Is any portion of the action area within 150 feet of any known northern long-eared bat roosts? If unsure, contact your local Ecological Services Field Office. No Is suitable summer habitat for the northern long-eared bat present within 1000 feet of project activities? If unsure, answer "Yes." Note: Additional information defining suitable summer habitat for the northern long-eared bat and tricolored bat can be found in Appendix A of the USFWS’ Range-wide Indiana Bat and Northern long-eared bat Survey Guidelines at: https://www.fws.gov/media/range-wide-indiana-bat-and-northern-long-eared-bat-survey- guidelines. Yes Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  11 of 14 35. 36. 37. 38. 39. 40. Have you contacted the appropriate agency to determine if the action area overlaps with a known northern long-eared bat habitat buffer? Summer habitat buffers include the following: (1) 3-mile buffer around northern long-eared bat captures or acoustic detections; (2)1.5-mile buffer around known roosts). The Spring Staging/Fall Swarming buffer includes 5-mile buffer around the entrance of known hibernacula)? Note: A web page with links to state Natural Heritage Inventory databases and other sources of information on the locations of northern long-eared bat roost trees can be found here. Location information for northern long- eared bat maternity roost trees and swarming areas is generally kept in state natural heritage inventory databases – the availability of this data varies state-by-state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. Yes Does the action area overlap with a known northern long-eared bat spring staging/fall swarming buffer (within 5 miles of known hibernacula)? Yes Does the action area intersect the tricolored bat species list area? Automatically answered Yes [Semantic] Is the action area located within 0.25 miles of a culvert that is known to be occupied by northern long-eared or tricolored bats? Note: The map queried for this question contains proprietary information and cannot be displayed. If you need additional information, please contact your State wildlife agency. Automatically answered No Have you contacted the appropriate agency to determine if your action is within 150 feet of any documented tricolored bat roosts? Note: A document with links to Natural Heritage Inventory databases and other state-specific sources of information on the locations of tricolored bat roosts is available here. Location information for tricolored bat roosts is generally kept in state natural heritage inventory databases – the availability of this data varies by state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. Yes Is any portion of the action area within 150 feet of any documented tricolored bat roosts? If unsure, contact your local Ecological Services Field Office. No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  12 of 14 41. 42. 43. 44. 45. 46. Have you contacted the appropriate agency to determine if the action area overlaps with a known tricolored bat habitat buffer? Summer habitat buffers include the following: (1) 3- mile buffer around tricolored bat captures or acoustic detections; (2)1.5-mile buffer around known roosts). The Spring Staging/Fall Swarming buffer includes a 3-mile buffer around the entrance of known hibernacula)? Note: A web page with links to state Natural Heritage Inventory databases and other sources of information on the locations of tricolored bat roost trees can be found here. Location information for tricolored bat maternity roost trees and swarming areas is generally kept in state natural heritage inventory databases – the availability of this data varies state-by-state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. If you’d like to assume presence of tricolored bats, answer “No”. Yes Does the action area intersect a known Spring Staging/Fall Swarming tricolored bat buffer (within 3 miles of known hibernacula)? No Does the action area intersect a known tricolored bat summer buffer (3-mile buffer around tricolored bat captures or detections; 1.5-mile buffer around known roost trees)? No Has a presence/probable absence bat survey targeting the tricolored bat and following the Service’s Range-wide Indiana Bat and Northern Long-Eared Bat Survey Guidelines been conducted within the project area? No Is suitable summer habitat for the tricolored bat present within 1000 feet of project activities? (If unsure, answer ""Yes."") Note: If there are trees within the action area that may provide potential roosts for tricolored bats (e.g., clusters of leaves in live and dead deciduous trees, Spanish moss (Tillandsia usneoides), clusters of dead pine needles of large live pines) answer ""Yes."" For a complete definition of suitable summer habitat for the tricolored bat, please see Appendix A in the Service's Range-wide Indiana Bat and Northern long-eared Bat Survey Guidelines. Yes Do you have any documents that you want to include with this submission? No Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  13 of 14 PROJECT QUESTIONNAIRE Project code: 2024-0057571 IPaC Record Locator: 995-155778252 01/20/2025 20:31:45 UTC DKey Version Publish Date: 01/08/2025  14 of 14 IPAC USER CONTACT INFORMATION Agency:TRC Name:Lisa Downing-Schmidt Address:215 Greenfield Parkway Suite 102 City:Liverpool, NY 13088 State:NY Zip:13088 Email ldowningschmidt@trccompanies.com Phone:3154309190 SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit M NYSDEC Environmental Resource Mapper Data 65 ( 6RX WK ROG /DQ GI L O O 6RODU (VUL+(5(*DUPLQ0D[DU -X O \          PL NP1<6'HSDUWPHQWRI(QYLURQPHQWDO&RQVHUYDWLRQ Ci r c l e s R e p r e s e n t P o s s i b l e L o c a t i o n s f o r N Y S R a r e P l a n t s a n d A n i m a l s So u r c e : M Y S E n v i r o n m e n t a l R e s o u r c e M a p p e r ht t p s : / / g i s s e r v i c e s . d e c . n y . g o v / g i s / e r m / SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit N Cultural/Historic Resource Memo July 17, 2024 Jeremy Karpf, Director, Project Development Summit Ridge Energy 1000 Wilson Blvd, Suite 2400 Arlington, VA 22209 RE: Cultural/Historical Resources, Summit Ridge Energy Southold Landfill Solar Project, Hamlet of Cutchogue, Town of Southold, Suffolk County, New York Dear Mr. Karpf: TRC was retained by Summit Ridge Energy (SRE) to provide environmental review and licensing services in support of the 4.6 MW solar project SRE proposes for an approximately 20-acre portion of the 60.06-acre parcel at 6155 Cox Lane in the Hamlet of Cutchogue, Town of Southold in Suffolk County, New York (the Project). The purpose of this letter is to provide SRE with an overview of potential cultural resources at the Project site and potential impacts to cultural resources that could result from the Project. TRC completed preliminary background research of the Project area and the vicinity around the Project area using the National Park Service (NPS), National Register of Historic Places (NRHP), and the OPRHP Cultural Resource Information System (CRIS) websites. The Project site was previously used as a municipal solid waste landfill that was closed and capped in 1993. The footprint of the solar facility is approximately 20 acres. Previous aerial Ortho imagery of the Project site and surrounding vicinity indicates that the site has been cleared as far back as 1969. The Natural Resource Conservation Service (NRCS) has mapped three soil map units within the Project site. The most prominent soil units found in the Project site is listed as made soil (Ma), and Plymouth loamy coarse sand (PlA, PlB) (https://websoilsurvey.sc.egov.usda.gov). A review of the New York CRIS lists no cultural resource management (CRM) studies completed within one mile of the Project site. The closest CRM study is located 1.2 miles to the south of the Project site, the Phase I Archeological Investigation for a Proposed Subdivision for William Baxter at 260 Griffing Street, Cutchogue, Town of Southold, New York (OPRHP#16SR00435). This project consisted of a Phase I survey in Southold, New York for the construction of a subdivision. No Precontact or Historic period archaeological sites were identified during this study. No archaeological sites are located within 1 mile of the Project site. The closest site, Wines-Horton House Site (OPRHP# 10310.000239) is located approximately 1.5 miles south of the Project site. The site is a historic site, occupied from 1750-1982. The site status is undetermined for listing on the NHRP. Thirty-two historic structures occur within one mile of the Project site (Table 1). The closest structure to the Project site is located at 21405 Middle Road, Southold approximately <0.1 miles to the south. This structure is the First Baptist Church of Cutchogue and has undetermined eligibility for listing on the NRHP. Two structures are considered eligible for listing on the NRHP, these include the B.H. Corwin House (OPRHP# 10310.000563) located approximately 0.3 miles west of the Project site, and the Water Tower/Tankhouse (OPRHP# 10310.001603) located approximately 0.3 miles east of the Project site. In addition, there are nine structures that are not eligible for listing on the NRHP and 21 structures with undetermined NRHP eligibility. Table 1. Historic Structures within one mile of Project Site OPRHP # Address Name Distance & Direction NRHP Eligibility 10310.000456 7800 Alvah Ln, Southold Monahan-Simchick Farm 0.74 miles SW Undetermined 10310.000457 Alvah Ln, Southold McCarthy-Zaneski House 0.93 miles S Undetermined 10310.000458 3700 Alvah Ln, Southold Champlin-Howard-Best House 0.94 miles S Undetermined 10310.000459 5745 Alvah Ln, Southold Hallock-Salter House 0.82 miles SW Undetermined 10310.000460 Alvah Ln, Southold Hallock-Tuthill House 0.87 miles SW Undetermined 10310.000461 Bridge Ln, Southold Bridge Lane Timber Bridge 0.81 miles E Not Eligible 10310.000467 3300 Depot Ln, Southold Our Lady of Ostrabrama R.C. Church 0.66 miles S Undetermined 10310.000468 3300 Depot Ln, Southold Our Lady of Ostrabrama Rectory 0.68 miles S Undetermined 10310.000469 Depot Ln, Southold Goldsmitch-Tuthill Coal & Produce Warehouse 0.42 miles S Undetermined 10310.000470 3375 Depot Ln, Southold Conklin-Gorman House (Second Post Office) 0.67 miles S Undetermined 10310.000477 Main Rd, Southold Cutchogue Cemetery 0.97 miles SE Not Eligible 10310.000433 17425 Middle Rd, Southold Donnelly House 0.64 miles SW Undetermined 10310.000538 21405 Middle Rd, Southold First Baptist Church of Cutchogue 0.01 miles S Undetermined 10310.000539 17150 Middle Rd. Southold Hargrave Vineyards: Main House 0.79 miles S Undetermined 10310.000541 25000 Middle Rd, Southold Moses Lindsay House 0.53 miles E Undetermined 10310.000558 7045 Oregon Rd, Southold Boutcher-Hamilton House 0.77 miles W Undetermined 10310.000559 7745 Oregon Rd, Cutchogue Bergen-Zanieski Farm 0.72 miles W Undetermined 10310.000560 8805 Oregon Rd, Southold Domaleski Farm 0.56 miles W Undetermined 10310.000561 9395 (b) Oregon Rd, Southold Hazard Duryea House 0.51 miles W Not Eligible 10310.000562 10255 Oregon Rd, Southold Corwin-Garbey House 0.4 miles W Not Eligible 10310.000563 10425 Oregon Rd, Southold B.H. Corwin House 0.31 miles W Eligible 10310.000564 10625 Oregon Rd, Southold James McBridge Farm 0.28 miles W Not Eligible 10310.000565 Oregon Rd at Bridge Ln, Southold Drum-Bokina Farm 0.6 miles NE Undetermined 10310.000570 5780 Oregon Rd, Southold Boutcher Farm 0.98 miles E Undetermined 10310.000571 10625 Oregon Rd, Southold P. Mahoney House 0.24 miles W Not Eligible 10310.000572 13100 Oregon Rd, Southold S.I. Hazard House 0.22 miles N Undetermined 10310.001080 26915 North Rd, Southold Burns Family Farm with Watertower 0.9 miles NE Undetermined 10310.001234 Alvah’s Ln, Southold Alexander Hargrave House, c 1780 0.85 miles SW Not Eligible Table 1. Historic Structures within one mile of Project Site OPRHP # Address Name Distance & Direction NRHP Eligibility 10310.001471 560 Sterling Ln, Cutchogue Farm Labor Housing 0.94 miles SE Not Eligible 10310.001591 17150 Middle Rd, Cutchogue Hargrave/Borghese Vineyard Tasting Room 0.74 miles SW Undetermined 10310.001603 10625 Oregon Rd, Cutchogue Water Tower/Tankhouse 0.31 miles E Eligible 10310.001605 3705 Alvah’s Ln, Cutchogue Residence 0.94 miles S Not Eligible Summary The Project is located at 6155 Cox Lane in the Hamlet of Cutchogue, Town of Southold in Suffolk County, New York. No previous cultural resource management studies overlap with the Project site. No previously recorded archaeological sites are located within the Project site. No listed NRHP properties are located within the Project site. The Project site has been previously disturbed by development and dumping. Should you have any questions or require additional information, please do not hesitate to contact me at kemack@trccompanies.com. Sincerely yours, Karen E. Mack, Cultural Resources Lead cc: Lisa Downing-Schmidt. Senior Environmental Scientist, TRC Laura Lefebvre, Senior Project Manager, TRC SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit O Photolog Oregon Rd DignansRd Oregon Rd CoxLn MiddleRd DepotLn CountyRoad48Co m m erce Dr X X X X X X X X X X XX X XXXXXX X XXX X X X X X X X X X XX X X XX X XXXX X X XX X XX X X X XXX XX X X XX X X X X A B C K J E F D I G H PHOTO VIEWPOINT X X FENCE PROPERTY LINE LANDFILL CAP DATE: APPROVED BY: CHECKED BY: DRAWN BY:PROJ. NO.: FILE: TITLE: PROJECT: 480459_PHOTOLOCATIONSCO O R D I N A T E S Y S T E M : W G S 1 9 8 4 W E B M E R C A T O R A U X I L I A R Y S P H E R E ; M A P R O T A T I O N : 0 -- S A V E D B Y : SD E H A I N A U T ON 8 / 3 0 / 2 0 2 4 , 1 3 : 2 8 : 0 5 P M ; F I L E P A T H : T : \ 1 - P R O J E C T S \ S U M M I T R I D G E E N E R G Y \ 4 8 0 4 5 9 _ S O U T H H O L D _ L A N D F I L L \ 2 - A P R X \ 4 8 0 4 5 9 _ P H O T O L O C A T I O N S \ 4 8 0 4 5 9 _ P H O T O L O C A T I O N S . A P R X ; L A Y O U T N A M E : P H O T O L O C A T I O N S AUGUST 2024 1407 BROADWAY, SUITE 3301NEW YORK, NY 10018 F 1:10,000 1" = 833' 0 200 400 FEET BASE MAP: ESRI WORLD IMAGERY 2023DATA SOURCES: TRC L. LEFEBVRE S. BEAN APMANN S. DEHAINAUT FIGURE 1 480459 PHOTO LOCATIONS JULY 2024 SUMMIT RIDGE ENERGY 1000 WILSON BOULEVARD, SUITE 2400 ARLINGTON, VA Lieb Cellars Winery Project Photolog Southhold Energy ProjectHamlet of Cutchogue, Suffolk County, New York State Sheet 1 of 4 VIEWPOINT A Location: Distance to landfill: Comments:Lat/Long: Church Lane, residence backyard 77’Photo from residence on Church Lane looking Northwest towards landfill cap 41.02832917 -72.49876236 NWNW VIEWPOINT B Location: Distance to landfill: Comments:Lat/Long: Church Lane, 375’Photo from Church Lane looking Northwest towards landfill cap 41.02788993 -72.49783074 NWNW VIEWPOINT C Location: Distance to landfill: Comments:Lat/Long: Route 48, 499’Photo from Route 48 looking Northwest towards landfill cap41.0279143 -72.49733594 NWNW Project Photolog Southhold Energy ProjectHamlet of Cutchogue, Suffolk County, New York State Sheet 2 of 4 VIEWPOINT D Location: Distance to landfill: Comments:Lat/Long: Oregon Road, 2261’Photo looking East-Southeast towards access road and landfill from Oregon Road 41.03253192 -72.51045527 ESEESE VIEWPOINT E Location: Distance to landfill: Comments:Lat/Long: Cox Lane, facility site 744’Photo looking Southwest near facility entrance on Cox Lane41.03192712 -72.49656692 SWSW VIEWPOINT F Location: Distance to landfill: Comments:Lat/Long: Cox Lane, Matthews Lane 618’Photo looking South-southwest towards landfill from Cox Lane and Matthews Lane 41.03285743 -72.49872368 SSWSSW Project Photolog Southhold Energy ProjectHamlet of Cutchogue, Suffolk County, New York State Sheet 3 of 4 VIEWPOINT G Location: Distance to landfill: Comments:Lat/Long: Depot Lane, 1156’Photo looking Northeast towards landfill from Depot Lane41.02645802 -72.50613563 NENE VIEWPOINT H Location: Distance to landfill: Comments:Lat/Long: Gold Spur Street, Horseshoe Drive 1748’Photo looking Northeast towards landfill from residence at the corner of Gold Spur Street and Horeshoe Drive 41.02426201 -72.50583414 NENE VIEWPOINT I Location: Distance to landfill: Comments:Lat/Long: Oregon Road, winery 1908’Photo looking Southeast towards landfill from north of Lieb Cellars Winery 41.0367869 -72.50436495 SESE Project Photolog Southhold Energy ProjectHamlet of Cutchogue, Suffolk County, New York State Sheet 4 of 4 VIEWPOINT J Location: Distance to landfill: Comments:Lat/Long: Field, landfill 0’Photo from within the landfill looking Southeast towards residential properties 41.02807173 -72.500496 SESE VIEWPOINT K Location: Distance to landfill: Comments:Lat/Long: Access Road, landfill 0’Photo from within the landfill looking Southeast towards residential properties 41.02890209 -72.49971324 SESE SRE Southold Solar Project January 2025 Special Exception and Site Plan Application Package Exhibit P Long Term Operations and Maintenance Plan SOUTHOLD LANDFILL SOLAR FACILITY LONG TERM MAINTENANCE PLAN FY 2024 Contents Overview ............................................................................................................................... 3 Operations and Maintenance (O&M) ..................................................................................... 3 Monitoring, Reporting, and Inventory .............................................................................................3 Electrical System Inspection and Maintenance ................................................................................3 Site Property Inspection and Vegetative Maintenance ....................................................................3 Spare Parts Management ...................................................................................................... 4 Fire Safety ............................................................................................................................. 4 Overview The Long-Term Maintenance Plan aims to outline the strategy for ensuring the Southold Landfill Solar Project operates in a sustainable and safe manner utilizing industry best practices. These facilities are designed and built to last for 30+ years of operations. Therefore, this plan outlines the necessary processes and procedures to ensure these operational objectives are achieved. Operations and Maintenance (O&M) The most effective maintenance strategy focuses on preventive action. The intent is for regularly scheduled activities which prevent the solar facility and its equipment from failing in the first place. Therefore, the solar facility contracts with a third party solar O&M firm to provide preventive as well as corrective maintenance on this facility. This contractor is also tasked to actively monitor the facility and its real time production to notice any anomalies and/or equipment alarms which would be a cause for concern. In these instances, the contractor has processes and response windows in which to respond to mitigate any health and safety risk, and to ensure the facility is back to operating at its fullest capacity as quickly as possible. The primary functional areas for accomplishing this include: Monitoring, Reporting, and Inventory The O&M provider for this project provides 24/7 remote monitoring of the system, and responds to any alarms and/or notifications which indicate the facility is not operating properly. After identifying the nature of the issue, a technician may be deployed to the site to investigate, troubleshoot, and/or repair the issue. Every month the project system owner will receive a report highlighting performance and issues addressed over the course of the month to ensure the system is operating at its optimal capacity. Electrical System Inspection and Maintenance The core of proper facility operations is ensuring the equipment is inspected, cleaned, maintained, repaired and/or replaced according to approved procedures. Regular inspections are scheduled at least twice a year to the ensure the site is in a clean and secure condition and equipment is operating properly and safely. All technicians servicing the site have the appropriate licenses and training to be working on this equipment to ensure both their safety and optimal performance of the site. Site Property Inspection and Vegetative Maintenance One of the key components for maintaining a ground mount solar facility is the vegetative maintenance. The ground cover around the panels and the landscaping surrounding the facility require constant upkeep like any yard in this area. Following construction of the solar facility, the disturbed grounds will be re-established with low growth/low maintenance ground cover. The vegetative maintenance contractor will be responsible for inspecting and maintaining the vegetative integrity of the solar facility. The contractor is expected to adjust site maintenance frequency based on time of year and weather conditions. To avoid rutting, erosion, and soil compaction, weather forecasts will be consulted and on-site field inspections will be conducted prior to mowing or cutting to ensure that these practices occur when the site is able to withstand this type of activity. It is important to note this scope of work covers the project access road, landscaping outside the fence, and all areas within the fence line. Remaining lands outside the project limits will continue to be maintained by the landowner or their representative. The following is a high level list of the various vegetative maintenance tasks to keep the facility complying with all necessary County codes: • General Exterior Maintenance: The perimeter fence line will be inspected for items of trash that may have accumulated since the previous site visit. These items will be collected and disposed of offsite. Vegetative growth along the fence line will also be trimmed and maintained to prevent the growth of weeds or tall grasses. The condition of the fence and gates will be assessed, and necessary repairs made so that security measures are up to standards. Evidence of irregular activity such as trespassing, tampering, illegal dumping, or wildlife intrusion will be resolved. • Mowing: Mowing is a three-step process. First, the mower or brush hog trims the large areas. Second, trimmers are used to cut around structural elements and other places the mower couldn’t reach. Finally, any vegetation that was thrown and stuck to the modules will be cleaned off. Additionally, spot-mowing is recommended for reducing invasive plants while native species are becoming established. Spot-mowing should be done at a raised height to avoid damaging native plants. • Site Inspections: During each maintenance visit the site will be inspected for signs of erosion. Any areas of concern will be immediately communicated to the project owner/developer to evaluate and implement corrective measures. Should the contractor observe a non-typical condition or change in site conditions the project owner/developer will be immediately notified. • Screening Maintenance: Should vegetative screening be installed at the PV facility, the contractor will be responsible for monitoring the general health of each plant, the condition of the mulched areas, weed intrusion, and general appearance. If any plantings fail to establish itself, the contractor will work with the responsible nursery to redeem the warranty and replace the deceased plant with another in accordance with the approved landscaping plans. Spare Parts Management While the O&M team works proactively to prevent equipment failure, it is inevitable that some equipment will fail over the life of the facility. The majority of equipment installed comes with an initial warranty which covers the replacement cost if the equipment fails during the coverage period. However, some of these coverage periods only extend during a portion of the life of the facility. Therefore, the system owner has worked with independent engineers and industry professionals to determine the average failure rate for each piece of equipment. While most equipment will be replaced as necessary, some equipment has already been procured and is in storage in the event of a spare part being required Fire Safety At the project site: • Install Knox Box for safety personnel. • Provide fire safety training to first responders In case of fire: • Contact 24/7 phone number provided • Cut off power supply • Do not enter the facility • Protect exposures