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HomeMy WebLinkAbout01 - NSF Danby Consolidated Submission Package 04_26_22 PA PASSERO ASSOCIATES engineering architecture April 26,2022 Town of Danby Attn: Mr.West 1830 Danby Road Danby,NY Re: NSF Danby Response Package —04/26/22 Dear Mr. West: On Behalf of our client,Norbut Solar Farms,LLC.Attached to this letter is the latest consolidated application package for the Norbut Solar Danby Project. Below are any revisions made to the materials since their original submission dates: SECTION 2: Long Environmental Assessment Form—Revised 03/29/22 Revisions to section E.2.0 regarding the northern harrier study. (12/06/21)Revisions to D.2.b,D.2.e.III &E.Lb are to match the new site design, avoiding all wetlands described in the BME Wetlands Report, as well as Wetlands generally described by Tompkins County Online Wetland Mapper. (11/05/21)Revisions are to various sections of the form due to satisfy the comments from the Tompkins County Soils and Water,Tompkins County Planning,TG Miller, P.C. comments, as well as town board members from previous meetings. SECTION 3: Solar Array Civil Design Plans—Revised 03/29/22 Revisions are to address the comments from the NYSDEC and TCSW (comments are provided in Appendices F& G) (01/04/22)Revisions are to address comments from the NYSDEC (those comments were provided to the town on 01/10/22). (12/06/21)Revisions are for new solar array layout to avoid wetlands described in BME Wetlands report. Array layout stays within setbacks &regulated stream buffers set previously. The design also incorporates a new POI location that is set away from Danby Road and away from the ROE Family Barn. (11/05/21)Revisions are across the plan set to satisfy the comments received from the Tompkins County Soils and Water,Tompkins County Planning,TG Miller,P.C. comments, as well as town board members from previous meetings. 242 West Main Street,Suite 100 Rochester, NY 14614 T 585.325.1000 F 585.325.1691 www.passero.com SECTION 3a: Solar Array Additional Screening Plans—Revised 12/08/21 The screening plans have been revised to show the location of the most up to date proposed access drive. The driveway is farther west from the closest residence at 54 Bald Hill, maintaining a strip of existing vegetation compared to the original road location. SECTION 4: Subdivision Plan—Revised 12/10/21 The subdivision plan was revised to show the new driveway location.The plan was also updated to match the new solar array layout so all parcels have 5MW generative capacity or less; meeting the NYSERDA NY-Sun community solar program requirements. SECTION 5: Electrical Agregate Map— 12/06/21 The Agregate map was revised to match the new site layout described in sections 2 & 3 of this submission iteration above. SECTION 6:Tax Map—Revised 12/08/21 The Tax map in the submission package was not of the project location. The proper tax map of Danby has been placed in the package. (06/30/21) The Tax map of the site has been placed in this package to satisfy application requirement"g" showing actual access to the project site.The parcel is directly connected to Bald Hill Road. SECTION 8: Stormwater Pollution Prevention Plan—Revised 03/29/22 Revisions are to address the comments from the NYSDEC and TCSW (comments are provided in Appendices F& G) (01/04/22) Revisions are to address comments from the NYSDEC (those comments were provided to the town on 01/10/22). (12/06/22) Revisions are to match the described new solar array layout. The SWPPP makes notice of existing and not to be disturbed ephemeral drainage patterns to prevent alteration to existing drainage patterns. The SHPO Effect Finding Letter has been added to Appendix H of the SWPPP. (09/27/21) Revisions are to provide hydrological calculations and provide a diversion structure to protect the creek to satisfy the comments received from the Tompkins County Soils and Water,Tompkins County Planning,TG Miller, P.C. comments. SECTION 9: Contractor Information&Proof of Liability Insurance—To be Submitted Applicant will provide Name, address and contact information for the professional system installation company prior to start of construction. A system installer has not yet been selected for this project. NSF Danby Site 1,LLC;NSF Danby Site 2,LLC;NSF Danby Site 3,LLC of the Solar Energy facility shall provide the Town Clerk with liability insurance coverage prior to the start of construction and operation. Industry standards are that insurance certificates are generated and provided, to the authority having jurisdiction,prior to, but within reasonable proximity to the start of onsite construction or system operations. Page 2 of 3 Insurances are specific to each project and location and are not typically carried in formal policy until just prior to the start of operations. APPENDIX D: Noise Study—Revised 12/17/21 Revisions are to reflect the new solar array layout that avoids wetlands. APPENDIX E: Visualizations—Revised 12/07/21 Revisions include removing the visualizations for the POI location next to the ROE barn, these visuals are replaced with new ones showing the new proposed driveway&POI location. The visualizations also include showing the POI behind the Town Hall. (11/02/21)Revisions are to show the height of the panels from 16.5' to 18' to make sure all panels are still un-visible from all areas previously discussed. APPENDIX H:Wetland Delineation Report—04/26/22 A joint wetland delineation report in a coordinated effort between BME and Delta Engineers is included in this package. NSF has requested that the project be considered as submitted and that the Planning Board authorize installation of panels over new areas of lower quality wetlands identified in the joint report. The project has been designed to avoid wetlands identified in the previously submitted wetland delineation completed by BME Engineers. (09/02/21)At the request of the Town, an additional wetland delineation map and report is being created by a third party team and will be submitted when completed. The BME wetland delineation report has been previously submitted. Sincerely, DavidC�PE MBA Associate I Civil Department Manager Page 3 of 3 TABLE OF CONTENTS SECTION 1: Application Letter from Nixon Peabody — 6/30/21 SECTION 1a: Development Review Application — 6/30/21 SECTION 1b: Agricultural Data Statement — 6/30/21 SECTION 2: Long Environmental Assessment Form Part 1 (Revised) — 03/29/22 SECTION 3: Solar Array Civil Design Plans (Revised) — 03/29/22 SECTION 3a: Solar Array Additional Screening Plans (Revised) — 12/08/21 SECTION 4: Subdivision Plan (Revised) — 12/10/21 SECTION 5: Electrical Aggregate Plans (Revised) — 12/06/21 SECTION 5a: Solar Panel & Inverter Specifications — 06/30/21 SECTION 5b: Photovoltaic Simulation Report — 06/30/21 SECTION 6: Tax Map of Parcel Showing Direct Access to Site — 12/08/21 SECTION 7: Operation, Maintenance & Emergency Response Plan — 06/30/21 SECTION 8: Stormwater Pollution Prevention Plan (Revised) — 03/29/22 *SHPO Effect Finding Letter included in Appendix H of the SWPPP report. SECTION 9: Contractor & Proof of Liability Insurance (To be submitted at a later date) SECTION 10: Decommissioning Plan — 06/30/21 APPENDICIES APPENDIX A: Sample of Proposed Fence — 06/30/21 APPENDIX B: SHPO Historic Resources Report — 11/01/21 APPENDIX C: Phase 1 Environmental Site Assessment — 07/15/21 APPENDIX D: Noise Study (Revised) — 12/17/21 APPENDIX E: Visualizations (Revised) — 11/02/21 APPENDIX F: Response Letters to Tompkins County (Additional) — 03/29/22 APPENDIX G: Response Letter to TG Miller & NYSDEC — 03/29/22 APPENDIX H: Wetland Delineation Report by BME Associates& Delta Engineers — 04/26/22 NIXON PEABODY LLP Nathan E.Vander Wal,Esq. N I X O N ATTORNEYS AT LAW TN 585-263-1312 nvanderwal@nixonpeabody.com PEABODY NIXONPEABOBY.COM @NIXONPEABOBYLLP 1300 Clinton Square ' Rochester,NY 14604-1792 585-263-1000 June 30, 2021 Town Board Planning Board Town of Danby 1830 Danby Road Ithaca,NY 14850 RE: Application to the Town of Danby Town Board and Planning Board for the Establishment of a Planned Development Zone for Property Located at No Number Bald Hill Road, Town of Danby, Tompkins County,New York, Tax Parcel No. 10.4-21.122, to Accommodate the Development and Operation of a Solar Energy Generation Facility Dear Members of the Town Board and the Planning Board: Norbut Solar Farm, LLC; NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3, LLC (the "Applicant") proposes to construct three 5-MW(AC) ground-mounted photovoltaic (PV) electricity generation facilities (the "Project") on certain undeveloped land located at No Number Bald Hill Road in the Town of Danby, Tax Parcel No. 10.4-21.122 (the "Site"). The Project includes the construction of three(3)immediately adjacent PV facilities at the Site,with related improvements to include pad-mounted electrical equipment,overhead electrical interconnection to existing public utilities, a gravel access drive, perimeter security fencing, limited land grading, and stormwater management improvements. The Property is located in the Medium Density Residential (MD) Zoning District. The Project, a "Solar Energy Facility" under the Zoning Ordinance of the Town of Danby (the "Code"), is not a permitted use in the MD district. However,pursuant to the Code, and following discussions with the Town Planner, David West, Section 604 of the Code provides for the establishment of a Planned Development Zone("PD Zone")to accommodate certain development of land within the Town, including a Solar Energy Facility, and to establish appropriate standards pursuant to which such development shall occur. Accordingly, the following enclosures are submitted for the Town's review connection with the establishment of a PD Zone at the Property for the Project(collectively, the "Application"): • Town Development Application Form for Establishment of PD Zone, Site Plan and Subdivision Approvals for Project • Project Site Plan in compliance with Code Sections 800 (Rezoning) and 808 (Solar Energy Facility) 4822-9466-6992.1 Town of Danby Town Board and Planning Board June 30 2021 NIXON PEABODY LLP ATTORNEYS AT LAW Page 2 NIXON PEABODY.COM @NIXONPEABODYLLP • Long Environmental Assessment Form • Stormwater Pollution Prevention Plan • Project Operation and Maintenance Plan • Project Decommissioning Plan • Landscape Screening Plan • Agricultural Data Statement • Emergency Response Plan • PV Array Layout and Design Drawing • Three line Diagrams • Project Equipment Specifications As reflected in the above-referenced enclosures, the proposed PD Zone meets the regulations set out for a PD Zone under Section 604 of the Code, except as reflected in the Project Site Plan, for which regulations the Applicant will seek a waiver or alteration from the Town Board pursuant to Section 604(2) of the Code. Given the Site's location within 500 feet of a farm operation in the TOMP002 Agricultural District, the Project must be referred to the Tompkins County Department of Planning and Sustainability, as required under New York General Municipal Law Section 239-m, and the Applicant has submitted an Agricultural Data Statement(with adjoiner exhibit)pursuant to Town Law Section 283-a. The Applicant respectfully requests that the Town make the required GML 239-m referral and mail the written notice to the landowners identified in the adjoiner exhibit to the Ag Data Statement. Upon receipt and review of the enclosed materials, please place this Application on the next available meeting agenda for the Town Planning Board pursuant to Section 800 of the Code. If the Town requires any additional information or materials to deem this Application preliminarily complete, please let us know. We look forward to working with the Town in connection with this exciting opportunity. Thank you. Sincerely, Nathan E. Vander Wal 4822-9466-6992.1 Development Review Application Building Permit Number: Project Title: Norbut Solar Danby Project Address. 54 Bald Hill Rd, Ithaca, NY14850 Tax Parcel ID: 10-1-21 .122 Type of Application: Rezoning Site Plan& Subdivision Type of Development: non-residential Stage of Review: Sket Final X Additional meeting Estimated site improvement/ project cost: $24.7_MGII*OR _ (Exclude cost of land acquisition & professional fees) Total number of lots proposed (existing + new): 3 Are new roads or public utilities proposed? no Conservation Easement Acres Proposed 0 Applicant/Agent Name: Norbut Solar Farm, LLC Title: Developer Address: 1241 University Ave, Rochester, NY 14614 Phone: 585.504.2200 Email: pm@norbutsolarfarms.com Consultant Name: Passero Associates Title: Engineer Address: 242 W. Main St., Rochester, NY 14614 Phone: 585.325.1000 Email: dcox@passero.com Owner/ Lessee / Engineer/Attorney/ Other (circle one) Name: Russell Nitchman Title: Owner Address: 54 Bald Hill Rd, Ithaca, NY14850 Phone: 718.757.9624 Email: russellnitchman@gmail.com ALL APPLICATIONS: The information on this application form is submitted in addition to other information, plats, and plans required by the Town of Danby. I attest that all information so submitted is complete and accurate to the best of my knowledge. Also, by filing this application, permission is granted to members of the various Town Boards, Committees, Planning and Code Enforcement staff, other persons designated by the Town that may be involved in the review of this pplication, to er t pr y specified abov to i spect in connection with the review of this application. Lc,o78 I nsU �'te 06/29/2021 Owner's signature date pplicant/Agent signature date 2 AGRICULTURAL DATA STATEMENT Town of Danby Tax Parcel No. 10-1-21 .122 Tompkins County Agricultural District No. 1 or 2 NOTE: Section 283-a of the Town Law (effective July 1, 1993) requires that any application for a Special Permit, Site Plan Approval, Use Variance or Subdivision Approval on property within an Agricultural District containing a farm operation, OR on property with boundaries within five hundred (500) feet of a farm operation that is located in an Agricultural District, include an Agricultural Data Statement. ALL applications requiring an Agricultural Data Statement must be referred to the Tompkins County Planning Board in accordance with amended section 239-m and 239-n of the General Municipal Law (effective July 1, 1993). Part I: Agricultural Data Statement Name of Applicant Bald Hill Road, LLC Mailing Address 1241 University Ave, Rochester, NY 14614 Description of Project Proposed rezoning of MD land to PDZ. Construction of 3 solar arrays on 3 proposed lots totaling 15,000 kW. Solar Modules Will be ground mounted. Names and addresses of those owners of land within Tompkins County Agricultural District #1 or #2 that contain farm operations AND are located within five hundred (500) feet of the project property: 1 34 Michigan Hollow Rd, Ithaca, NY14850 2 38 Michigan Hollow Rd, Ithaca, NY14850 3. 4. 5. Attach to this form a copy of a tax map showing the site of the proposed project relative to the locations of farm operations identified above. Farm Operations are defined as "...the land used in agricultural production, farm buildings, equipment and farm residential buildings" according to Section 301, Article 25 AA of the Agricultural and Markets Law. Rev.June 27,2019 Agricultural District Review 2019 TOWN OF DANBY -------------------------- a f , j I ,I yl I I � I I � I j I - I I j I I I a I a I j I, �__—__—__—__—__— j� �I I I I I I i j , I � I j I I I � I I I R nbv A C � i f � � I � I j I I I ' I I - I - Removals I I - Additions I I Agricultural District 1 Agricultural District 2 N — Municipal Boundaries 0.5 0.25 0 0.5 1 1.5 2 2.5 3 Sources:Esri,HERE,Garmin,USGS, Intermap,INCREMENT P,NRCan, Esri Japan,METI,Esri China(Hong Kong),Esri Korea,Esri(Thailand), Miles NGCC,(c)OpenStreetMap contributors,and the GIS User Community Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Bald Hill Road,LLC;NSF Danby Site 1,LLC;NSF Danby Site 2,LLC;NSF Danby Site 3, LLC Project Location(describe,and attach a general location map): No Number Bald Hill Rd,Danby,NY 14850 Brief Description of Proposed Action(include purpose or need): Proposed rezoning of MD land to PDZ.Construction of 3 arrays on 3 proposed lots totaling 15,000 kW.Solar modules will be ground mounted. Name of Applicant/Sponsor: Telephone:585.504.2200 Bald Hill Road,LLC;NSF Danby Site 1,LLC;NSF DanbySite 2,LLC;NSF Danby Site 3,LLC E-Mail: operations@norbutsolarfarms.com Address:1241 University Ave,Rochester, NY 14614 City/PO:Rochester State:NY Zip Code:14614 Project Contact(if not same as sponsor;give name and title/role): Telephone:585.504.2200 Sean Greany E-Mail: sgreany@norbutsolarfarms.com Address: 1241 University Ave,Rochester,NY 14614 City/PO: State: Zip Code: Rochester NY 14614 Property Owner (if not same as sponsor): Telephone: 718.757.9624 Russell&Kim Nitchman E-Mail: russellnitchman@gmail.com Address: No Number Bald Hill Rd City/PO: Danby State: NY Zip Code:14850 Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Counsel,Town Board, ®Yes❑No Town Board-rezoning 6/30/21 or Village Board of Trustees b.City,Town Or Village ®Yes❑NO Town Planning Board-Site Plan&Subdivision 6/30/21 Planning Board or Commission c. City,Town or ❑YesmNo Village Zoning Board of Appeals d.Other local agencies ❑YesmNo e. County agencies ®Yes❑No County IDA-PILOT agreement, 6/30/21 County Planning f.Regional agencies ❑YesmNo g. State agencies ®Yes❑No SHPO(Consultation),NYSDEC(SPDES) 6/30/21 h.Federal agencies ®Yes❑No USACE(Wetlands) 6/30/21 i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesmNo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑YesmNo iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesmNo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site mYes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑YesmNo would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; ❑YesmNo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesmNo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? Medium Density Residential b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? ®Yes❑No If Yes, i. What is the proposed new zoning for the site? PDZ CA.Existing community services. a. In what school district is the project site located? Ithaca City School District b.What police or other public protection forces serve the project site? Tompkins County Sheriff. c.Which fire protection and emergency medical services serve the project site? Danby Fire Dept d.What parks serve the project site? Jennings Pond Park and Dotson Community Park D.Project Details DA.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Solar Array b. a.Total acreage of the site of the proposed action? 111.59 acres b.Total acreage to be physically disturbed? 2.58 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 111.59 acres c.Is the proposed action an expansion of an existing project or use? ❑Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ®Yes❑No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) Subdivide the 3 arrays on 3 separate lots ii. Is a cluster/conservation layout proposed? ❑Yes®No iii. Number of lots proposed? 3 iv. Minimum and maximum proposed lot sizes? Minimum 28.61 Maximum 42.59 e.Will the proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 12 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month wear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Familv Two Familv Three Familv Multiple Familv four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures Solar ii. Dimensions(in feet)of largest proposed structure: +-18' height; +-3.5'width; and +-6.5'length iii. Approximate extent of building space to be heated or cooled: None square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes✓❑No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No If yes,describe. v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑YesZNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Per Wetland Delineation Report created by Gene Pellet from Environmental Resources,LLC.No Wetlands are located within the development areas of the project.Per the Wetland Delineation Report created by BME Associates,No Wetlands are located within the development areas of the project. Page 4 of 13 H. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ❑Yes g]No If Yes: i. Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? ❑Yes❑No If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? ❑Yes[--]No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No • Do existing lines serve the project site? ❑Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes❑No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ❑Yes mNo If Yes: i. Total anticipated liquid waste generation per day: gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes❑No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes❑No • Will a line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes❑No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? V. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? 5209 Square feet or .12 acres(impervious surface) Square feet or 111.6 acres(parcel size) ii. Describe types of new point sources.Concrete Pads for Transformers.Alteration to existing shared access drive. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? Through existing wetlands,ephemeral drainage paths,then to an onsite stream. • If to surface waters,identify receiving water bodies or wetlands: existing drainage patterns will be maintained.There is a regulated stream on site that is not to be disturbed. • Will stormwater runoff flow to adjacent properties? ®Yes❑No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N2O) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑YesZ No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesZ No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑YesZ No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes[]No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within'h mile of the proposed site? [-]Yes[-]No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric [-]Yes[-]No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing [-]Yes[-]No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes[ZNo for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade,to an existing substation? [-]Yes[-]No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7am-7pm • Monday-Friday: 24/7 • Saturday: 7am-7pm • Saturday: 24/7 • Sunday: None • Sunday: 24/7 • Holidays: None • Holidays: 24/7 Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes El No operation,or both? If yes: i. Provide details including sources,time of day and duration: Normal construction equipment noise.See Noise Report for post construction conditions. ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ®Yes❑No Describe: Some of the woods will be removed however woods around the perimeter of the property will be maintained. n.Will the proposed action have outdoor lighting? ❑Yes®No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes❑No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii. Volume(s) per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: 2 tons per month (unit of time) • Operation: 0 tons per year (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: Packaging for panels/shipping materials will be recycled if recyclable. • Operation: N/A iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: Dumpsters • Operation: N/A Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): H. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage, or disposal of hazardous❑Yes ZNo waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No If Yes:provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ® Residential(suburban) ® Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces • Forested 51 ac 18.2 ac -32.8 ac • Meadows,grasslands or brushlands(non- agricultural,including abandoned agricultural) 56.09 86.69 ac +30.6 • Agricultural (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 4.5 ac 4.5 ac 0 ac • Non-vegetated(bare rock,earth or fill) • Other Describe: Pervious Access Road 0 2.2 +2.2 ac Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑Yes®No i. If Yes: explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑YesmNo day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑YesONo If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YesONo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? [-]Yes[-] No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑YesONo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes-Spills Incidents database Provide DEC ID number(s): ❑ Yes-Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑YesmNo • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? >6' feet b.Are there bedrock outcroppings on the project site? ❑YesONo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: Silt Loams 100 % d.What is the average depth to the water table on the project site? Average: 3' feet e.Drainage status of project site soils:❑ Well Drained: %of site O Moderately Well Drained: 15%of site O Poorly Drained 85%of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 97 %of site ® 10-15%: 3 %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑YesONo If Yes,describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, DYes❑No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? DYes❑No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, DYes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name 898-339,898-338 Classification B,C • Lakes or Ponds: Name Classification 0 Wetlands: Name Federal Waters,Federal Waters,Federal Waters,... Approximate Size 0.4 ac • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes ONo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑YesONo j.Is the project site in the 100-year Floodplain? [-]Yes[Z]No k.Is the project site in the 500-year Floodplain? ❑YesONo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? DYes❑No If Yes: i.Name of aquifer:Principal Aquifer Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: Deer,Squirrels,other native species n.Does the project site contain a designated significant natural community? W]Yes❑No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): Rich Hemlock-Hardwood Peat Swamp ii. Source(s)Of description or evaluation: NYS Environmental Wetland Mapper iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: 270.6 acres • Gain or loss(indicate+or-): 0.0 acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ®Yes❑No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): Northern Harrier p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑YesONo special concern? If Yes: i. Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ®Yes❑No If yes,give a brief description of how the proposed action may affect that use: Open farmland can currently be used for deer hunting by the owner or those given permission by the owner.So long as they are not within 500'(firearm), 250'(crossbow),or 150' bow of any other residential homes businesses churches or community gatherings. E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to W]Yes❑No Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number:TOMP002 b.Are agricultural lands consisting of highly productive soils present? ❑Yes WINO i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes ONo Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesW]No If Yes: i. CEA name: ii. Basis for designation: iii. Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii.Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes W]No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes W]No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local W]Yes❑No scenic or aesthetic resource? If Yes: i. Identify resource: Danby State Forest,Jennings Pond,Bruce Hill Road ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): Danby state forest is a State Park,Jennings Pond is part of Buttermilk Falls State Park,Bruce hill Road is a scenic byway closed in winter. iii. Distance between project and resource: 1.15,0.23, 1.47 miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑YesZNo Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name David Cox PE(Passero) Date 12/6/21 Signature Title Civil Engineer PRINT FORM Page 13 of 13 EAF Mapper Summary Report Saturday, June 26, 2021 10:30 AM Disclaimer: The EAF Mapper is a screening tool intended to assist - project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order Tow to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. {Jtlrywn Monlreal Denby Taronta e - . .Is FtiJp-!r, `Ra ar JJ v Yr r Al"N Bastan GreaHaplp :Pfovlaence r I i i New York fin nPittabu-gh Phlladelphin ainrin. 1_ISCS: I1lt?imal].IN-'-'FEr-4NTP:NR-van:Es Japan::METT:Es China �.H.Drn_I Font(i:Esii IEIAErdTk'�'�?Can:Esii Japan,IA Ell.Esii China (Hong Koncj:Es I ]r33,Esr1 :Dp,9lS13,eetr-,1ap.:.]I7t111)Lit lI,.. 317iI th2 GI 1_I52r COMM Lilly �i.i;n�p217Sti'2�r 13p•:.]IYkli1)ZA Al] c� ,o ie GI User C011lln Linty B.i.i [Coastal or Waterfront Area] No B.i.ii [Local Waterfront Revitalization Area] No C.2.b. [Special Planning District] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000' of DEC Remediation No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] Yes E.2.h.ii [Surface Water Features] Yes E.2.h.iii [Surface Water Features] Yes- Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. E.2.h.iv [Surface Water Features - Stream 898-339, 898-338 Name] E.2.h.iv [Surface Water Features - Stream B, C Classification] E.2.h.iv [Surface Water Features -Wetlands Federal Waters Name] E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.j. [100 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Full Environmental Assessment Form - EAF Mapper Summary Report 1 E.2.k. [500 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] Principal Aquifer E.2.n. [Natural Communities] Yes E.2.n.i [Natural Communities - Name] Rich Hemlock-Hardwood Peat Swamp E.2.n.i [Natural Communities -Acres] 0.0 E.2.o. [Endangered or Threatened Species] Yes E.2.o. [Endangered or Threatened Species - Northern Harrier Name] E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] Yes E.3.a. [Agricultural District] TOMP002 E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 HORIZONTAL SCALE SITE PLANS FOR 200 0 100 200 400 SCALE:1"=200' F)A N O R B U T SOLAR DANBY PASSERO ASSOCIATES engineering architecture TOWN OF DANBY, TOMPKINS COUNTY, NEW YORK P. N. 20213129.0001 GUNOEFVAN ROAD 1qS —— o PROJECT LOCATION I N/F BALL TDWD Of DODby INSTRUMENT#2510 4234 LOCATION SKETCH cuene NORBUT SOLAR "' O \ 1241 UNIVERSITY AVE. SHEET C 11„0 . ROCHESTER, NY 14607 .:.:.:, T/N R IP knlp9�l2 i — i-) {ii2iii _SEi _ LIBER 6IV0►F PASSERO ASSOCIATES T/A10-1-19.12 'n, 2a2we:r Na�so-eer Suite la Isfisla21 ooD N/F ROE I reacnener rvew Ton 1ns14 faxlsesl szsls sl LIBER 610 OF DEEDS,PAGE 652 I Pnnc pal-inLharge Jess Sudol,PE T/A 10-1-19.2 N/F ROE T/A 10-1-19.12 Project Manager David Cox,PE LIBER 880 OF DEEDS,PAGE 25 N/F ROE C .I Designed by Austin Goodwin,ETT. LIBER 610 OF DEEDS,PAGE 852 ..:::::::: T/A9-1-11.2z N/F BRUCE/AUGE _ I �P y�p,NIEL S O 1 i/A F TIEFEL y INSTRUMENT#2018-0]355 T/A10-I-23 LIBER 859 OF DEEDS.PAGE 67 N/F S#201 5 1 N/ER245 OF DANBY I I LIBER 2450E DEEDS, PAGE 484 v'g, td SHEET C 103 SHEET C 105 SHEET C 107 SHEET C 109 T/A TO-,_2,,5 G T/A 9-1-11.42 N/F BEENERS N N/F BRUCE/AUGE \ INSTRUMENT#450507-001 I d LIBER 859 OF DEEDS,PAGE 67 h 1 Date ay ROVISIOnS ofi/ao/z1 ABG ACCESS I N1 DRIVE NovEt PER aENT 2 09/24/21 ABG PERTONPKINS COUNTY SOILI&WATER G PER TO L/J \ 4 11/01/21 ABG PER SHPOCOM.COMMENTS 5 11/08/21 ARG PER BME WERANO DELINEATION NAP (') W L \ l ] 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS _ 6 1/30/21 ABG ER PO RENSONS 1 8 01/03/22 ABG PER NTSOEC—MINTS 9 a/zs/z AEG PER N i =� a Re■ \ --_—_— — \\\\ / ` o© Q YSDEc Tcsw coNNENTs urvAVrxoarzso uTs6Anorvs oa AIN—Es To Tws"A"' is \ ,� vlounox of HATE souunory—A-a.-sscnox T/A 9-1-13.22 TsoT TxEss ruxs AxEro mo nos Oa N/F NIT#20 'T INSTRUMENT#2024125]3 Y — ! eoyP �sOa, s�4P09T COVER O '• ...�w / G•... r aP2��brygry � \\ '#7o�"G 7 ,y F N ORBUT SOLAR G O _ SHEET E ET C 108 asptisG -- SHEET C 102 SHEET C 104 SHEET C 106 °FFe�z DANBY SITE V P F .. ..I T Town/ci ITHACA r/A 9-1-13.23 1 RL WS::S::S �� /A 10-1-21.124 ,` N: _,...... ......:..tip o• N/F MASTROBERTI N/F MONTGOMERY 1'Z`ry �. +% County.iOMPKINS State:NEW YORK INSTRUMENT INSTRUMENT#2018-10051 tyPU�# \ 2pJP Proect No. 92018-06188 4w44w �o? 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L � INV.=1286.64' (`(` (`(` (` / ^ \ / I I 1 1 1 1 PROPOSED TREELINE \' \\ \ / 15 L.F.181,C \\ \\ \ \ PASSERO ASSOCIATES / \TREES TO BE REMOVED(TYP.) I \ I \ \ \`- \ TWO PAD MOUNTED SWITCHBOARDSW/XFMRB I I 1 I - \ \ \ , \ \ \ \ \ \ s engineering architecture PVEQUIPMENT(TYP.) engineering LEGEND: PROPOSEDSILTFENCE I - \ \ - \ I .. •---{ - I- Q /\ \ l_ PROPERTY BOUNDARY INSTALLED ' ALONG CONTOURR.O.W. EXISTING CENTER LINEROAD EXISTING MAJOR ________52f1_____CONTOUR 10?OLC SWIRE EE DETAIL ON SHEET C 201N POLES SET PROPOSED SILT FENCE / 11 \\ J \\ \\\ \\\ --------521-----EXISTING MINOR CONTOUR TO BE INSTALLED / / 1 \\ \\\ \\ I L/� \I f I \ "� / N \ \ \\ �-' \ �\ \\ PROPOSED FENCE ALONG CONTOUR I \ \ /Y/ / 23 $F PROPOSED SILT FENCE PROPOSED ACCESS •\\ \ - '/ / / , , , / _`, ' / / @(pI4.P / \ / n --- EXISTING TREE LINE INTERMITTE TRIBUTARY efp4 \ C/ i -\-`- � \ \\ ��� 'ems NON - \ \1\\ \\\\ , 1 1 1 1 1 I PROPOSED TREE LINE I I /. 1R/ // \ - ---- \\\ \\ \\ \ i \✓\ \ \\ \ �l�/�l�/�l�/ REMOVE TREES FR4c-\ --- �� ��� + + + $LOPES> % //W - PROPOSED SOLAR ARRAY LAYOUT, \ I // l l K / �� ) / / PROPOSED SILT �\ I ---- I\ \ \ \ ` ® PROPOSED SOLAR \ \•., t$iO '\� �A/' \ \\ \ R! /J- I l \, J // FENCE \\ \ I \I \ PANELS 391LF 65CMP ARCH STM.®3.31% \ \- I INV=10"END J / / �' _ INV=1295.10 65'X40"END./ j PROPOSEDSOLAR \ I ro$ I �\ _ / / / INV=1296.40 /v �- / ARRAYLAYO L \\/�N '\ \ \ \ \ I I 64"X/O"END \ \ \ \ �657(4("END � INV-1304.35 \ \ INV=1303.10 PROJECT LOCATION 39LF65"X40"CMP ARCH \ - / STM.B 3.20% $F SF\ \ \\ -- _- J \ SF SF SF - -SF I \ / / S v SF vv '-/SF SF 1 PROPOSED CH ECK \ \\ \� /LE/ _<�� - \ a PR P 5 DT E LI E \ \ 1 DAM PER DETAIL \ \ CAPPE \ / \ \ \\ s� \\ \\ \ \ / PRO OS \REI TOWO Of Danby RE- LOCATION SKETCH o D_\ __ �— y� s r N \` G= —`\ _ / / ----N83°18'34"W 1049 08' \ — t Client: Q \ \ \ \ W 1�.2 � // PROPOSED SILT FENCE - ' -' � 1/ // \ss \ \\\ \\ \ ]'TALL WIRE FENCE WITH 6"WOODEN POLES SET \I \ TO BE INSTALLED % \ I I 11 \ AIONG CONTOUR�� -Nj�/' PROPOSED TREELINE PROPOSED SILT \\\ --_/ N79�O4'Z5'�((DEED) \ \ \ \ I I `\\ \\ \_ IVO.C.SEE DETAIL ONSHEET C 201 U I \ \ \ \ \ \ ---_ - ---- FENCE \\\ - ��' \ '� 1 I I \ ENCROACHMEtN AGREEMENII \ I I / 3 NORBUT SOLAR \ \ \ 6Cp - \ \ \ / \ \ ' 1.7' / TREES TO BE REMOVED(TYP.) \ \\ \\ - I I I �� \ \ PASTURE FENCE PE \ \ W, II \ ry / \ ) / NAMR AI SCREENING AREA OF HONEYSUCKLE- I I I \ \ \ \ 1241 UNIVERSITY AVE. 1307.20 \ \ / � \ / SHRUBAND NATURAL VEGETATION TO REMAIN I I \ JNST./j 2018-10053 \ \ Z - UNDISTURBED.MAINTAINTOAHEIGHTOFNO l ROCHESTER, NY 14607 \ \ w -1.9' FNC. I r \\\/ \ (`//�\ `/\\ MORE THAN 25" I I 1 NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY \ \ \ \ \ \ \ / 1 I TRC ENGINEERS.SEE DETAIL ON SHEET C 201 \ \ \ 1 1:3 MAX SLOPE U. FOR SWALE BANKS Qj Z PASSERO ASSOCIATES 1307.20 - \\\---- I / 1 I \ \\\ \ \ \ I \ \ \ \\ \\ \\ \ \T reaches erMNew ran iaci4 Isaslsulaao z3' M I / \ \ \ 1 I I 1 I \ \ fax:Is6sl szslsPl _B PrinclpaHnLnarge Jess Sudol,PE Project Manager 1 David Cox,PE Designed by Austin Goodwin,EIT. I ----7 \\ \ I / PROPOSED SILT I \ \ / FENCE Lam✓..�...> A vi307.20 // I_ v, A----� / A I/' I I I A I I V A A V OF NEW VI NIEL O / S / I r O k i O `h '\PROPOSEDCHECK DAM PER DETAIL O 23 f/A 10 1-21.124 N�/F MOf TGOMERY/\__; \W � A // 1 / �_� i ) I I I I I A V AV A A I I1307.2D vTo O/ v-_A i / / A 1 I A V A yr in INSTR�IMENT \#2018-1dfl_51 \ \ \ Revisions I I i Hale By ,oe/ao/v ABc A eINIVE saRa�aa 2 09/26/21 AEG PER TocourvTVEsoiL x wATER \\\ \ \ \ I 1 \ \\ \ \ \ �� 3 10/6/21 ASO PER TO MILLER COMMENTS ABc PER SHPO COMMENTS"NEATION MAP NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY / 1 �\ \\ \\\ \ \ \ \\ \l\ \ 6 11/0/2t AEG PER PoiE REVI5i0N5 of O, S \ \ \ m / / TIC ENGINEERS.SEE DETAIL ON SHEET C 201 / I / \ \ \--- \\\ \ \ \ 30 o / / / \ / \ \ \ \ \ \ -\ \ \ �\ �\ ) 11/01/21 ABG PER INCLUSION OF NTS WETLANDS \ \ \ \ \ \ \ \ \ \ \\ a o1/03/22 Aec PER rvrsoEc coMMErvTs u / aowv V A A A A v m �1 �1 �1 a/is/z A 11 11 11 I I I r' I `70'TIO.PROPOSE i l I I//1 \�/ \ \\ \\ \\ J \\ \\ \\ �� \\� \\\ \\\\\ MucA O1 1 , , I \ CLEARING LIMIT -_630^ mop y 1 \\ \ 8.1 \\ FNC. 1 SITE PLAN p9s\\ \\ \\ vvvv v %' v NORBUT�/SOLAR O PRO\OSED SI LT FEN E I \ \ \\ 11 1\ / ` \\J /, \ \\\ \\ \\ 1.-��✓/ \ / 1 \\\\ \\\I `\\ \\\\ \\\ \I DANBI SITE U \ \ \ CAPPED RE-BAR iO BE I STALL D \ \ ALONG ONTO R 1 \ \ 1 \ FOUND (T'IP.) 1 v A 1 A �s-D.t' 1-'' >If\-----v / I v v ✓/ I 1 ) I I A V Town/City: ITHACA \ \ \ \ \ W1 0.3 \ /' \ \\ // I 1 / \\ \ \I I County: oun TOMPKINS State:NEW YORK r \ 1 \ 1 \ I �/ Protect No. 20213129.0001 -- \ Drawrng No. Sheet No. \ I � ) A A V A I v✓ / ��� ' , ,�1 --- ---- C 106 6 —1 I 1 ` Scale: \ � -57 l/A 10 N/F RADTN REAL ESTATE,LLC 1"= 40' \ \ / —I—L — NSTRIJMFNrl, #.,)qln07—n0N Date OCTOBER 2021 NOT FOR CONSTRUCTION . • , "_ '•.... 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Z �I= S \ \ OF DEEDS,PAGE 1 _ , r APP oxIMATE AREA YTALHwc EASEM�r \ `a_\ p 0 F`( c \ \ , , ROCHESTER, NY 14607 PERJ ST.#2.E-11659`\ \ \ �� '' / \ C C \ \ \ \\ \\ \i / \ °3� NYSEG 7A!k, _ \V - ` vv � v `- ' , \ `\ \ \\ \ \\ .\ --> PASSERO ASSOCIATES Q \J1 (nl INV.=1256.8E \`\ \\ . nener.rve�,ron lase ela flood LC \ \ \ 1 \ I \ \ \\ \ \ \ \ EXISTING I2"CPP TO BE z«weir rna=so-eerswre ax;lsesl szslssl ass\ \ \ \ 1 \ EXTENDED BY II'.INV=1256.68 30 L.F.12"CPP \\ \\ �_., / Principal-in-Charge Jess Sudol,PE \\ 1\ / \\ ( \ I) I L\ _ -\ \ \\\ \\ \ / \ \\ \. \. \\ Project Manager David Cox,PE I / � \ / \\_ I I \\ ` \ % \ \ / \ J INV.=1257.42' `� / , \\ >G`a� /� Designed by Austin Goodwin,ER. \, I \�\ 1 cz I \`� \\ �� \_ I \ ' \\\\\ \\\\\ \ o % 5.� T�5 GAS MARKED \ / of NEW \ _ I CID , \ \ \ Co .--1 laY. \ I \ \ \ I \ \7 I 1 1 \ \\ ` \\ \I ) _\ I \ \ , I-- \hW;oo¢-..Ah•4i ?° / a3 \\ \ \\ �\ \\ 1 \\ \l \ \ \ 1 It 1 \ \ n� \ / \ V /POLE LINE EASEMENT TO NYSEG PER LIBER \ //�\ \ 0k 4.�2�, `O40J0 ' y \ \ \ 1 \ \ I \ L \ \ �/ / \ ,t➢'\ '' - 218 OF DEEDS,PAGE 386 I \ \ ��OV' eA� r� '` / 'u 23 \\ w \ I N, / yyQ 4� ,_- y` - ( \` tia.ti� oPPh•� (oM� 1\ \ \ 1 \ I lL \ \ 1 I \ I \CO 2w V A �\ /`L \ V (\ /' Imo_ _ A I ` 9 g 4, '•�. a' 1 II /\V -- A I V / d \ \ \\ \ \I \ I / /\\ \/l \\'/"_ �" '\ I ) > O'��� / I g°P¢ 1 \\ Revisions \ \ \ 1 \ © / / ` \ \ \ "1� '` `L \ J \ J ' / Q-' No dale BY o��nPamN , ee/ae/z,Aec Acc ss c.vE MILL IEa CLIENT_ 09/26/21 ABC FEE TOMPKINS COUNTY SOI & TER \ I 1 •C/ \ / \\ .- '�\ \ \ \ I ) I 3 10/6/21 All PER TG MILLER COMMENTS �v A v I I 11•• A A /���---, / A A / I ^��w V , a v/O/z1 Aac PER SIR E coMMErvTs /ea/z1 Aac vEe eME w,=TLArvo oeuNEAnory MAP Q \ / \ \ \ I I I 6 11/30/21 ABG PER POI REVISIONS 11 m N a`= 1 \ \ \ \ \ \ \ \ \\ \Gj \\ '\\ �� \ \ \ \ \ ] 1z/o1/z1 Aec PER INcwsloN or Tcsw wrTLANos 0 1 /I a m V' T I / / /' / 1 \ \\ \I \ I \\ \\ CAPPED RE-BAR \ \\ \ / \ \ '\• -� \I r// \\ \\ \ e o1/oa/zz All PER NMEC COMMENTS v N i C L v , v 1 yF O 3/25/z A \`� \ \ \ FOUND \ \ /_ /\ \ \ \ \ \ O /,c / �\ 4 \ \ \ y \\ \V AV AnNo© \ V ) � / II 1 I AV A A V � v v A A\ \V A A\ II \V ` � f' � / AV �A�P�1 I I / \I ����• V A V \ ax soz THE a>�MSAxE mrrn �A SITE PLAN NORBUT SOLAR _ , \ / DANBY SITE L\ \V A A\ \V ��/' , A A A vv A A tv A V `\ \V /'/ram IV <v "v vv A / ✓ -�-_-��� ��� /I \ V ` A\ Town/City: ITHACA I \) County:TOMPKINS State:NEW YORK \ PIPE FOUND \ JL_ \\ I \ \CAPPED RE-BAR \, y / / \ 5-0.1 \!> I_ \ / /' 7 I \ Project No. \ \ FOUND- 3s}?'W/ 7� O.QO'o = \ W_G.,' \ 20213129.0001 S-G.r' `\ \ /r Rb79'07iL5",(DEED) \\ / 8 / \ _ \ I // /AI I \ (_ (O \ // Drawing No. Sheet No.o \ \\ \\ \ \ \\ \\ \\ \\ \ 1_ PIPE FOUND \ \\ \\ \ T/fA 10-1,756 s-o.z' / I Scale: N F ION vGO ERY/ vv c(' i vO G O 1"= 40' Date OCTOBER 2021 NOT FOR CONSTRUCTION HORIZONTAL SCALE 40 0 20 40 BO SCALE:1"=40' ;)A PASSERO ASSOCIATES engineering architecture LEGEND: PROPERTY BOUNDARY 875.40'1 v vv vv vv vv vv v v v v __ v _ as°Dssa'w \h I --T� I 1 I \ -�- -C I —R.O.W. -_- -_ - ,�_� �_-- V 1 OG uG 1E I \ \ \ \--- \ -C \ \ \ \ Y E UCE — I��Uc-E r EJ_---� EXISTING CENTER LINE ROA PROPOSED SOLAR ARRAY LAYOUT \ T TALL WIRE FENCE WITH 6"WOODEN POLES SET \ \ \ I \ UG E 2 BUG E Y L/G E IIG E —- - -— 1 10'O.C.SEE DETAIL ON SHEETC 201 _\ \� G _ MAJOR I \ \ \ > \ -1 \ UG E \ UC E�w E UG E \ UG EST LIG E\ U4L E TO U E -UG E UGCE —`^�-€ UG �'� E UG ��--F�—UG \ TREES TO BE REMOVED YP. v' T UG E r UO E'er > W\E - `----- UG E W E-- UG E UGIE I IE ___--- 521-----EXISTING MA OR I R ) )n I TUC E \ UG E UCE E • T \ COMOUR PROPOSED I PROPOSED SILT \ \ Ily W I UG E UG E UG E UG E—�11 'c-UG E-� "E' E' \ UG E UG E I I I _ I I --520----- \ �� \-- _ \ \L-_\ \�_-\> N8�°Q5'60"E'`�-\f c�-_ --__ _�._��-___TT ) \ \ Ir--I-�I I EXISTING MIN TREELINEI I FENCE \ \ I1 Ou \ 1 \ \ CONTOUR \ \ —MATCH LINE C 110PROPOSED FENCE \ \ \ r N89051'55'IW EXISTING SLOPES PI 6%(TYP.) / / / / \ IM \ \ SF PROPOSED SILT FENCE N89°07'8"W 3.04' 5.10' 3687.30' (DEED&MEAS.) _ ---___—===_==__=_ --�r-----7-- ---, --- -- x—\— _ _ __ _ \ \ \ I EXISTING TREE U N E I o 1.4 j / / // i J PROPER�fY LINE PER DE 9 IN�T.v 4� �= ( � - / / �J-PROPOSED TREE LINE FNC. \ / j % i / / /\I \;� �_-� / // /// / \// / I REMOVE TREES / // __-___ SLOPES>15% PROPOSED SOLAR / PANELS RE-BAR FOUND S-11835' ^ryya (S-18.05'REI'l) PROJECT LOCATION PROPOSEDTO BEINSTALLED LENCE I I SHED / `" 1 / -/ ALONG CONTOUR /�J II \\ 11 // / / /// / / l /� \\\ - \ --\\ < I I\� / Town of Danby LOCATION SKETCH TLANISAREA �/ \ Y/. w--_-__ �� ---- (FLAGGED) / .�� ��` w --___/\ \\ NORBUT SOLAR I / 0280 AC �___ ,(_—____ `\ ` \\ \ v \ \ 1241 UNIVERSITY AVE. \ '\ / ROCHESTER, NY 14607 EXISTING SLOPES>15%(TYP.) \ \ 1 \\ SPACINGVARIES�e \�\ DEPENDING ON X PASSERO ASSOCIATES \ \� \\ \ / �'� // / / •.• - _ _ -\� \" \ \\`\ \ ` L\\ \\ CUTOFF TRENCH SAME ELEVATION A CREST reocnes erMrvew ron iasie f Isfisl a2fioo0 e.:Is6sl szslsPl / \ /� �.�• '� \ �'�•�` / \ \ \ 18"WIDE / TOE SLOPE H 24"MAX 6"DEEP A CENTER ProjePrincct Mana9e9e Jess Sudol,RE DavidCx,PE PROFILE \ 14 L.F.18"CPP 1 1 B NOT TO SCALE Designed>n Austin Goodwin,ELT. INV.-12 .03 \ / i// /• '\ \ �---- FNC.- \���\ \ \\1 I Ir I /.7,A'lG 1 21\1-Sc_ X� N(H) PROPOSED SILT FENCE / / W // /• 1 _----_ _- " �' - � �-_ \ \ \\I \ \ I I J \ F�F�C� 9•'MIN SLOPE(FT/FT) \\ \ TO BE INSTALLED _ \ \\ \\ \ "I I N F BEENLI\J--_ MI OF NEW\ ALONG CONTOUR // -_ \ z I \ \ 1 / ^ — --- — —'\ \_ !- INSTRUMENT— 454503T FILTER 2 z NIEL yo - --__ -'/ \ \\ `I // I \ I I \\ FABRIC CUTOFF TRENCH r 1 24"MAX a / ry -— --_- .�_ \� /-1 B DESIGN BOTTOM 0CENTER y��J _------_ / \ FNC. \ ( f( \ l � I \ SECTION A-A F- 3 NOT TO SCALE FILTER FABRIlal tQ� 3 - - \\` // _ % / /• // --/ // _ �\ !\ � \ Q \�\ \\i \ \\ \ \ \\ 1\ 1 �\ --�.i \ SECTION B-B `O 23• � � / // \ / /�' I. \ 01 WLL, ,\ \ \ I \\ \ \\ \ ,1 NOT TO SCALE ( ' i� /• / �� -_---- \ \ \\ CONSTRUCTION SPECIFICATIONS f r / / \ / �/ \ I \ \\\\ -I 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES.GRADES \\ \ ^\ I AND LOCATIONS SHOWN IN THE PLAN. REV51011$ d Z INTERMITTENT TRIBUTARY„ / l \/ / \ j/'��' ' i-' \\ "t \/� I� �k \\� \ \\\\\ \ �_ 2.SETSPACINGOF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF Date ey RI I �/ // / •/ •\ \\ I \ \ In O \I \ 1 \ I I \ \�\ \ THEDOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM rvi 08/30/21 AEG ACCESS oav o—pt..'MOW CLIENT DA N \�•••—••• / •••—_••�•,•�{�•'•/ \\\\ /// /////�//�i'// \`� \\ J \\\\ ^ M \ \\-\ (\\\/�) \I I\ - \ \ \\\\\\\\ -III III 3.EXTEND CUTT NG AROUND THE D MINIMUM OF I.S FEET BEYOND THE DITCH BANKS TO PREVENT 3 �6/212 09/24/21 ABG PERETGAEG PER NMiLN5 c0UNtt 50I �\I \ \ \\ \ I TSAT&WATER TECT THE CHANNEL DOWNSTREAM THE LOWEST CHECK SCOU COMMEN /11/21 N JI \\ J\\�\ \\P\\� / \\~ \ \\ / \I( \\ \\\\ \ I I `\s I �� 5.ENSSOUDREROSION WITH STONEORLIAER ASFSP ROPRIATE. AEG PER ULVERT ENDTR NCEOS BELOWR 6 >>/3n/2t ABG PER PMEREVISAND lElIWLION NAP p ER THAT H AS NI iorvs O \ \ \ \ / / \ \ \ \ \ 1 / 1\ \ I l , / / 1 CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED > 12/01/21 AEG PER INCLUSION OF TCEW WETLANDS o \ \ \ \ a \ TREES TO BE REMOVED YP. i' / \ \ \ m I e C \ STONE. \ \ \ \ \ Q ) I / / / / /--_---__-_-_ \ \ s i \ \ / \ 1 / I 1 / I STONE CHECK DAM a of/oS/22 AEG PER Nl SO COMMENTS m \\PROPOSED$OIAR \ N � _PROPOSED SILT E WITH \ N.T.S. 3/zs/z A 5 y10?O CWSEE DENAIL ON SHEET CO20EN POLES SET % \\ \\ \ �\ \ \ �\ \ \\_-, \s 11 ARRAY LAYOUT\ \ m FENCE PROPOSED SILT FENCE \\ \ \ \ \\ 1 TO BE INSTALLED \\ \ \ \ \ \ I ^\ \ / I 1 ALONG CONTOUR. \ \ \ \ \-I �\ \ \ / !/ I IU© PROPOSED TRUCK/CONCRETE DOUBLE SILT FENCE IN \\ �\ ,\\ I \ \ \ ( I I \ WASHOUT AREAS.AREAS TO PROXIMITY TO I / \ \ ---\ \\ \ Tzs3� I \ \ 1 \ \ NOTE:A 10 MIL LINER IS REQUIRED ALONG •n - \\\ TRUCK/CONCRETE / I _ \ \ I / BE INSTALLED PER DETAILS AND ) \ / \ \ ( �\ \ \sx \ / \ \ \ \ �! \ WASHOUT AREA. / I \\ \ \ \ 1 \ THE SIDES AND BOTTOM OF CONCRETE REMOVED WHEN \ ( \ 1 ) -1 ` \ \ \ \ - SITE PLAN CONSTRUCTION COMPLETED. \\ WASHDOWN AREA.WASHDOWN AREA \ \ AREAS TO BE RETURNED TO TO BE CLEANED OUT AT 75%CAPACITY. EXISTING CONDITIONS. \ / / \\ \ / I I \ o _ / \ I \ \ \ \ \ l \ \ 1 '^ \\ \ ^, I I 3'DEEP NORBUT SOLAR v �28, v v v DANBY SITE \ \ \\\ 1 \ NN 8'WIDE 1- \ \ \ 315•TO PROPOSED CLEARING LIMI \ _ \ \ / n\ \ \ \ \ \ > \ \/ `( _ \\\ \ \ \ •\ \ \W' \ \ -126I- \\ \\ \\ \\ MIN. _I sown/City: ITHACA \ \ >\ I J ! PROVIDE 12"THICK I Coun TOMPKINS State:NEW YORK N: STONE BASE WITH 7 _i ProjectNo. - - - - - - 2%MIN.CROSS SLOPE 20213129.0001 PROPOSED TREELINE TRUCK WASHDOWN AREA Drawing No. "set No. r WETLAND AREA N.T.S. �+ [� [1 (FLAGGED)', RE-BAR FOUND'\ / \\ / \\ \\ \\ \\ \ '\ \ .\ , C 1 07 7 \ \ W-0.1' \ F II 1 \ \ \ \ \ \ \ _-- Scale: s D.G27 AG _ s S88 44 09 E 12.16 \\ \\ ----- _ / \ --- FNC. \ N-6.18' \\ \ __---- 1 Ir- 40' RIGH1 r: A PER INSTRUMENT PER LINER 985 OF \ (N-6.21'REFA) \ p 50 RIGHT OP WAY.PER'INST.\ \ GE 51 &INSTRUMENT$5179507-1 A�,�' \ 'S78°30'00"E (DEED) V A�//46050YF001A\ MATCH LINE C 108 — -- — MATCH LINE C 108 — ---- Data _ ---- ---- ---- — OCTOBER 2021 > 77 / IrF.'� - \ \''D SF�_ PROPOSED SILT \ \ 1 ✓ I \I \ \ NOT FOR CONSTRUCTION HORIZONTAL SCALE 0 20 40 80 SCALE:1^=4D' PA I PASSERO ASSOCIATES engineering architecture LEGEND: \T/� 10\}1 \1941 C \ PROPERTY BOUNDARY \ \ \ \ \ N1'{ B\ALL\ \ \\ \\ \ /' \\\\\�\/'/^\\\�I/�/ II \ \\ \\ \\\l I / p /j/ _ EXISTING CENTER \ \ \ \ \\ �\ \ / \ //, \ LINEROAD INS\TRIJOENT\# �510 4234\ \ \I \/ \ / o \I --520-----EXISTING MAJOR / (^' CONTOUR v I ------ 521-----EXISTING MINOR \\ \\ \ \ \\ \ \ \ \APPROXIMATE LOCATION\l� j \\\\ \ %\ -- CONTOUR \ \ \ \ \ \ \ \ \ BUTTERMILK PROPOSED FENCE SF PROPOSED SILT fENCE EXISTINGTREELINE \55S PROPOSED TREE LINE / /• �� \•�\ / / \ / J / 1\\\\ \ REMOVE TREES f y SLOPES>15% PROPOSED SOLAR + + PANELS i�.V. NYSEG L-314 NYT 186 PROJECT LOCATION O Town of D—by LOCATION SKETCH / / \) .`. --_ • - \\ I I II I I r\ g23 \\ � Client: 'PO NORBUT SOLAR 1241 UNIVERSITY AVE. r`-'-'-`-`- '-`- . ... :` � -� _ _ ROCHESTER, NY 14607 10 1 ' WETLAND AREA`,. I / \ \ \ I H•• , , vv II�� �BUTTERMILB v PASSERO ASSOCIATES �\ I \. W W/ I I CREEK / \ \ -I \ am \ (FLAGGED) �4.` ` 1 \ I 6 2a2 wesr rna°so-eerswre Is6sI a2fl FLAGGED \ \ I 2.00 AC -�_ \ 1 1 , , \ \ \ rexnester.rvex,ron lade fax:lsesl szslsPl \\ - \ 1 \ I / / I I ' PdnclpOHnLharge 1a Jess Sudol,PE `.`.`.`. .`.`.`.`.`.`.`. I THREE OVERHEAD WIRE CONNECTIONS Project Manager David Cox,PE / TO PUBLIC GRID Designed by Austin Goodwin,ETT. i r_I . . .�.� . vIvAy T /V 10—1—n19,�2 `.`.'.'.` ` f / N F' R of New . . . . . . \A LIBER �10 �3F DEEDS/,/ \ �P�OP NIELS ye) THREE ARRAY POWER LINES \ i\\1s"I\ D-7 h GB' 8.L / $87°i6'OS"W y4,yy CARRIED BYO HE PO LE \ �� /'i y.- \ `/ \ `- 6s'x4o"EN D \ \ ( / 356.78' O \ PROPOSED SILT FENCE�`A� \4'BOX WIRE FENCE - o yz` II INV•1207.85\ ``+`+`-```.`+` TO REMAIN \: " " APPROXIMATE EASEMENT, \ — a _ • FOR ELECTRIC LINES AND _��= - _ \ `Q 23• ' INTERCONNECTION" \ - - () .`.`�` .`. .`. ACCESSRYP),.` • '� 1 36 LF 65"x40"CMP ARCH STM.0 0.42% ( l P:12)1.9A u PROPOSED NINE(9)NYSEG OWNED POWER POLES,3 PER \ '\ SITE CONNECTION..I.u\{' 120 1'21 \ �• REVISIOns \\\\��• .W• .`v}N\\ �o �,\ o N \I N87°16'O5"E By ­pt­ \ "t oe/ao E ac ACCESS CRIW MOW PER GLEN \J .• - `j;r_ - m Ci --I21I\ /spy 234.33' \ 2 09/26/21 ABS PER TOMPKINS COUNTY SOIL&wAMR 3 10/6/21 ABC PER TO MILLER COMMENTS -ram= .`.`.`.�\`.`.`.`. "lT \I1 \ \ 1 I j 4 T \ \ \\\ \ \ \ I PROPOSED20ER GATE s t1/01/2t ABG PER 5MEwETLAENTSLINEATory MAP T. \ I SWING BARRIER GATE WITH tt/oa/2t ARc P ,`('; \\ ` \ \ \ PROPERTY LINE LOCKANDOPTIONALARM \ PER SME WETLAND of `+`�`�`�`�`�`�`�``\\���� 1\ \ 6 11/30/21 ABSABG PER POI REYSIONS \.\ I \ D-6 \\ I RUNS ALONG GATE&POST SAFETY TA PE 7 12/01/21 AK PER INCLUSION OF TCSW WETLANDS o \\ \\\ \ _ \\ \ \\ \\ \\ \ \ \ \ \ \ Ir\ \ \ \ \ \ PROPOSED NYSDEC APPROVED PERVIOUS ACCESS��•4'-^ 65"X4tl'END III 1 " I I CENTERLINE OF \ KIT.PRODUCED BY BARRIER \ 8 Ot/03/22 ABG PER Nv50EC COMMENTS \\\ DRIVE PER DEfAIL. INV=1208.00 I I I CREEK \ GATE BRANDS OR APPROVED EQUUAL. \ I \ 3/25/z A / / l i A�I \ \\ \ \ \ \ ( \ \ \ / -_, -� \ \ \ ! ti- ,`. I I / / ox sm.—E Puxs AR�mPrn \ \\ \ ` \ ` ` \ \ ✓ ' i ° ---- / % i \\ LL.` .,. \`.y.;.LL.'p.'.'. 3 / /' / / T/%/X 1 -1 23 SITE PLAN \\\ TEA 19 1—`1.9.1'2 `\ \ J I zD ) i /' ' /fN, F/ TOk OF DANBY \\ \\ \\ I`��+�����`���PROPOSED SIX OWNED"L`�' � _ 1 \1N / % /// / / o \ \ \ \ i I N/E\ROE O - - / / / �d��FR/2/15 OF D DS, PAGE \*II \ \\ \\ \ \ \ \\ \\ \\- \\ f6 I \\ POWER POLES,2 PER SITE CONNECTION. \\ y.)z / / / / \ 'y of ER 1610\oF DE�Qs, PA9E a52\ ' ,\ '; / 484 NORBUT SOLAR mlw \ ;Ln /' ; ; DANBY SITE ---_ \--192.96''-_ \ \ \\ \ Town/City: ITHACA \ �.`.`-'S55°16'16"E.`.`.`.`.�.�.`.`.'.' I - _������>/i/ Couoty:rOMPRINs state:New vORK R 1, _ \ \ \ \ I I I I I \ \ - - NO°00'00"E - / / V v v V A A I l A vV A V I I I E U. lq E V A 133.69' _ v -rN v�1V(- E UG E UG E . . . . . . 86.29' __ 1 1 1 J• \\\1 \ \ Project No. \ \ \ \ \ \ \\ \\ 1 I I Iw1 UG E \F\ `i� '4'-' . 4 _ ' 20213129.0001 dIR\\ \\ III W\\\ \\III\ �I \I l MATCH LINE C w 53.58' 109 \ `..' ..`..`..' ' Q / \ 1 11 I Drawing No. Sheet No. /' y\ \ !_'- POST nlll S89°53'58'E. \\ I o \ BT5.40' \ \ \ \ \ �__+ f-- -1__ �\ I r, .�'• / / I I \ \ 83.28 I E \ REMAINS \II Ir II/I �+ .�--T I 1 1 I \ L9 IrrI ���� P ��'+'.`'��' �,E UC' \) \ \,\ I( / l_. ��0 �0 Y` 1 R 1 -r'' 1 / APPROXIMATE I TYPICAL I t--- Scale: UCE M BUG E E \ \ E G E '�VG \\ ( E—�r-UG —�� �/^�) \ $U°UU•UU^E`y+\ \ / UNDERGROUND , ( N \ \ UGE UE �Ej� "'J\ ELECTRIC LINES / \\- Y•-\\ /� \\ I / / UG FiT I� I lE�-_t_U.IE S. 52.24' \/ / . UG' I \ l APPROXIMATE LOCATION w \ U$E I I1G E UG E I 1 UG, I I 1 O I I RYPJE 6'1 3"9 GC __ _ o ___ --` _ 1/� BUTTERMILK CREEK M_ 401 ' v v ----- -_- F I--F- -L_-��ZQ r / I I. .`. .I�y.` l I v V AV o A A J vv II jlll% A\ - Date `.� APPROXIMAT 1 \ �`" 11G,� 1/B E \ I //// 30-FT WI EUTILITY{ASEMENT , \ �fF 10 00'00"W_\ / I ,�///(( \_- u f UG E Solo \( v Z i, uo E DG E 1G6.ao' /v v v OCTOBER 2021 NOT FOR CONSTRUCTION CLA S 5 DEN POLE. ET 1S0.0'OCOALL POLES TO BESETAPLUMB.ERN YELLOW PINE OR DOUGLAS FIR. SEEDING NOTE EROSION AND SEDIMENT CONTROL NOTES: WOVEN WIRE FENCE SOLIDLSIO PR020 50'MIN. EXITING (MIN.14 GAUGE TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION: SPACING) PROFESSIONAL STRENGTH FIXED KNOT FENCE TEMPORARY SEEDING: g PAVEMENT SPACING) ) MESH OR APPROVED EQUAL 1. THE CONTRACTOR SHALL REVIEW THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THE 57 10'MAX. .TO RYEGRASS(ANNUAL OR PERENNIAL)V 3gLBS.PER ACRE OR 0.]LBS.PER CONTRACT DOCUMENTS,AND IF NECESSARY,MODIFY THE PAN WITH THE CONTRACTOR'S 1Y' IF 100OS UARE FEET. INTENDED SEQUENCE AND TYPES OF OPERATIONS.THE CONTRACTOR'S MODIFIED EROSION AND EXISTING �� FILTER �� MOUNTABLE BERM 36"MIN.LENGTH FENCE PERMANENT EEDING: SEDIMENT CONTROL PLAN SHALL BE SUBM17ED TO THE ENGINEER FOR APPROVAL,ALONG WITH POSTS DRIVEN MIN.16" GROUND CLOTH PROFILE (OPTIONAL) INTO GROUND. 65%XENTUCKY BLUEGRASS BLEND BSLBS.PER ACRES OR 2.0-2.6 LBS.PER A PROGRESS SCHEDULE THAT ADDRESSES THIS WORK. "4 1000 SQUARE FEET ;)A 203'PERENNIAL RYE GRASS 026-35 LBS.PER ACRE OR 0.6-0.8 LBS.PER 1000 2.THE CONTRACTOR SHALL DESIGNATE AN"EROSION AND SEDIMENT CONTROL SUPERVISOR"FOR 50'MIN. •, HEIGHT OF FILTER PASS E R O ASSOCIATES SQUARE FEET THE PROJECT.THE SUPERVISOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION AND 16"MIN. 15%FINE FESCUE B 19-26 LBS.PER ACRE OR 0.4-0.6 LBS.PER 1000 SQUARE SEDIMENT CONTROL PLAN AND FOR INSPECTING AND MAINTAINING THE CONTROL MEASURES. EXISTING - O'MIN. FEET THE NAME AND QUALIFICATIONS(TRAINING AND EXPERIENCE)OF THIS INDIVIDUAL SHALL BE GROUND E +' 'ISO 'P•• +' p•��♦ B"MIN. engineering architecture FOR ALL SEEDING S STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING EARTHWORK. .. / W OWNERBDEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS 12'MIN' EXISTING REQUIRED BY THE NYSDEC.AREAS WHERE CONSTRUCTION ACTIVITY 3.THE DESIGNATED"EROSION AND SEDIMENT CONTROL SUPERVISOR"SHALL NOTIFY THE ENGINEER 15 IN. PAVEMENT PERSPECTIVE VIEW TEMPORARILY CEASES FOR MORE THAN]DAYS WILL BE STABILIZED WITH A IN ADVANCE OF ANY FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES 36"MIN.FENCE POST_ TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE AST DISTURBANCE. INDICATED IN THE CONTRACT DOCUMENTS.THE ENGINEER MAY REQUIRE THE CONTRACTOR TO PAN VIEWWOVEN WIRE FENCE LMIN.14 ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA,THAT SUBMIT A MODIFIED EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL PRIOR TO [.'MIN. GAUGE W/MAX.6"MESH AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH.AFTER THE IMPLEMENTING ANY FIELD CHANGES. SPACING)WITH FILTER CLOTH ENTIRE SITE IS STABILIZED,THE ACCUMULATED SEDIMENT WILL BE REMOVED CONSTRUCTION SPECIFICATIONS 20"MIN. 4.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER F=OW FROM THE SEDIMENT BASIN(,). RUNOFF FROM DISTURBED AREAS IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL UNDISTURBED DEVICES BEFORE LEAVING THE SITE. 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. COMPACTED Sol ROUND CONSTRUCTION SEQUENCE FOR 5.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL 2 FOOT MINIMUM LENGTH WOULDENGTH-NOT LESS THAN 50 FEET(APLY)T ON ASINGLE RESIDENCE LOT WHEREA30 A MBED IN.OFT 6"INLOTH GROUND. 16"MIN. GRADING AND EROSION CONTROL: PERMANENCE FOR WHICH THEY ARE INTENDED AND SHALL REMAIN IN PLACE UNTIL SOILS ARE 4. IF THICKNESSWIDTH- NOT LESS THANOT TWINIMUMELVE INCHES.NOT THAN THE FULL WIDTH AT POINTS SECTION VIEW 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6.UNDER NO CONDITION SHALL DISCONTINUED CONSTRUCTION ACTIVITIES IN AREAS WITH SOIL WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE CONSTRUCTION SPECIFICATIONS 2. CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. DISTURBANCES BE LEFT FOR A PERIOD OF GREATER THAN 7 DAYS WITHOUT TEMPORARILY TO SITE. S.FILTER CLOTH-WILL PACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 3. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE.AREAS WHERE STABILIZING THOSE AREAS WITH TEMPORARY SEED AND MULCH,MAINTENANCE OF THOSE 6.SURFACE WATER-ALLLL SURFACE WATER FLOWING OR DIVERTED TOWARD 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY i0 FENCE POSTS WITH WIRE TIES CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN]DAYS AREAS SHALL INCLUDE RESEEDING AND REMULCHING AS NEEDED TO ESTABLISH A CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS OR STAPLES.POSTS SHALL BE STEEL EITHER'T'OR"U"TYPE OR HARDWOOD. WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS SATISFACTORY STAND OF GRASS.THERE SHALL BE NO ADDITIONAL PAYMENT FOR RESEEDING IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE OF THE LAST DISTURBANCE. AND REMULCHING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 4. SEED ALL DISTURBED AREAS WITHIN 10 DAYS AFTER FINAL GRADING, PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL FENCE SHALL BE WOVEN WIRE,14 GAUGE,6"MAXIMUM MESH OPENING. CONTRACTOR IS RESPONSIBLE TO RESEED IF GRADING IS NO WET OR FRESH CONCRETE,LEACHATE,MATERIAL,OR DEBRIS SHALL BE ALLOWED TO ESCAPE SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- UNSATISFACTORY. INTO A WATER BODY OR WETLAND,NOR SHALL WASHINGS FROM CONCRETE TRUCKS,MIXERS MUST BE REMOVED IMMEDIATELY. UPPED BY SIX INCHES AND FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X, 5. UPON APPROVAL OF THE TOWN,REMOVE ALL TEMPORARY SILTATION OR OTHER DEVICES BE ALLOWED TO ENTER A WATER BODY OR WETUND.ANY MATERIAL OR B.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AAREA STABILIZED WITH STONE MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. CONTROLS. DEBRIS ACCIDENTALLY DROPPED INTO THE CHANNEL SHALL BE IMMEDIATELY AND COMPLETELY AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. 6. ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BASED REMOVED AND DEPOSITED IN AN UPLAND AREA. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH UPON ACTUAL FIELD CONDITIONS AOBE.CONTRACTOR SHALL PROVIDE RAIN S.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN FOR THIS COST IN HIS CONTRACT. 7. AT THE VERY MINIMUM,EROSION CONTROL SHALL BE AS SHOWN ON THIS PAN.EROSION "BULGES"DEVELOP IN THE SILT FENCE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND CONTROL MAY CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES.THE EROSION CONTROL MEASURES FROM INSTALLATION THROUGH CONTRACTOR AND THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INTEGRITY,MAINTENANCE STABILIZED CONSTRUCTION ENTRANCE SILT FENCE DETAIL MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN AND REMOVAL OF EROSION CONTROL MEASURES UNTIL NO LONGER DEEMED NECESSARY BY ESTABLISHED. THE TOWN OR IT'S REPRESENTATIVE.THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER N.T.S. N.T.S. cu OE va//ROAO 11S 8. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND OWNER. INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL SPACING VARIES DEPENDING ON NYSDAM DECOMISSIONING NOTES. 10.•LESSTHAN 48-INCHES:ALL UNDERGROUND DIRECT BURIED ELECTRIC L CHANNEL SLOPE _ CONDUCTORS AND CONDUCTORS IN CONDUIT AND X I LASSOCIATED CONDUIT WITH LESS THAN 48-INCHES OF COVER MUST BE A 1.DECOMMISSIONING REMOVED,BYMEANIS OF CAUSING THE LEAST CUTOFF TRENCH SAME ELEVATION CREST PROJECT 2.IF THE OPERATION OF THE GENERATION FACILITY IS PERMANENTLY 12,AMOUNT OF DISTURBANCE AS POSSIBLE. 18"WIDE TOE�///S(ppE x 2q"MAX LOCATION DISCONTINUED,REMOVE ALL ABOVE GROUND STRUCTURES 13,ACCESS ROADS IN AGRICULTURAL AREAS MUST BE REMOVED.UNLESS 6"DEEP CENTER FENCE SUPPORT POLE INSTALLATION DETAIL 3.(INCLUDING PANELS,RACKING,SIGNAGE,EQUIPMENT PAD,SECURITY OTHERWISE SPECIFIED BY THE LANDOWNER.IF ACCESS IS TO N.T.S. FENCING)AND UNDERGROUND UTILITIES IF LESS THAN 48- 14.BE REMOVED,TOPSOIL WILL HAVE TO BE RETURNED FROM RECORDED PROFILE A 4.INCHES DEEP.ALL CONCRETE PIERS,FOOTERS,OR OTHER SUPPORTS MUST BE PROJECT EXCESS NATIVE TOPSOIL DISPOSAL AREAS,IF NOT TO SCALE REMOVED TO A MINIMUM DEPTH OF 48-INCHES 15.PRESENT,OR IMPORTED TOPSOIL FREE OF INVASIVE SPECIES THAT IS B S.BELOW THE SOIL SURFACE.THE FOLLOWING REQUIREMENTS APPLY TO CONSISTENT WITH THE QUALITY OF TOPSOIL ON THE AFFECTED _ H(R) TOWD O1 DOf1by ELECTRIC CONDUCTORS LOCATED AT THE RESPECTIVE RANGE 16.SITE.RESTORE ALL AREAS INTENDED FOR AGRICULTURAL PRODUCTION, 9"MIN. X SLOPE(Fr/FT) LOCATION SKETCH 6.OF DEPTH BELOW THE SURFACE: ACCORDING TO RECOMMENDATIONS BY THE CURRENT M� 7.•48-INCHES PLUS:ALL U NDERGROU ND ELECTRIC CON DUITS AN D DI RECT 17.AN DOWN ER OR LEASING AGRICU LTU RAIL PRODUCER,AN D AS REQUI RED BY BURIED CONDUCTORS MAY BE ABANDONED IN ANY APPLICABLE PERMIT,THE SOIL AND WATER FILTER �� 2 2 Client: 8.PLACE.APPLICABLE CONDUIT RISERS MUST BE REMOVED,AND ABANDONED 1g,CONSERVATION DISTRICT,AND NYSDAM. FABRIC CUTOFF TRENCH r 1 24"MAX CONDUIT MUST BE SEALED OR CAPPED TO 19.MONITORING AND RESTORATION REQUIREMENTS IN ACCORDANCE TO THE DESIGN BOTTOM Q CENTER 9.AVOIDA POTENTIAL TO DIRECT SUBSURFACE DRAINAGE ONTO PRIOR SECTIONS OF THESE GUIDELINES,WILL BE REQUIRED B NORBUT SOLAR NEIGHBORING LAND USES. 20.FOR THE DECOMMISSION SECTION A-A NOT TO SCALE >�� 1� 1241 UNIVERSITY AVE. FILTER FABRIC ROCHESTER, NY 14607 SECTION B-B NOT TO SCALE CONSTRUCTION SPECIFICATIONS 1.STONE WILL BE PACED ON A FILTER FABRIC FOUNDATION TO THE LINES,GRADES AND PASSERO ASSOCIATES IMPORTANT LOCATIONS SHOWN IN THE PLAN. n1n61e Bs1a IooO MAINTAIN 12•CENTERS BETWEEN BOLT HOLES 2.SET SPACING OF CHECK DAMS TO ASSUME THAT TH E ELEVATIONS OF THE CREST OF THE Afro.ew o fax:(585)3-691 DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. (GAP BETWEEN CHANNELS IS NORMAL) 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT Pdncipal-in-Chalge Jess Sudol,PE cif CUTTING AROUND THE DAM. Project Manager David Cox,PE 3• 4,PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND Designed by Austin Goodwin,ElT. N FIELD THEN 7N1T 90 g• BEND KNOCKOUT ANCHOR PERPENDICULAR TO C"AN J- -ram EROSION WITH STONE OR LINER AS APPROPRIATE. BO ae ae ee a 1-1a1g• 3' H S.ENSURE THAT CHANNEL SUBJECT TO D SSUCH AS CULVERT EFROMDSBELOW CHECKDAM ARE ee ee as a ee 1' AGE SEE PUNS y PAVEMENT SECTION TONE.MAXIMUM DRAINAGE AR A 2 ACRES.OR BLOCKAGE FROM ISPUCED o f NEW 1,3 7/e•KNOCKOUr ANQIORS /18. CHECK P NIEL S y0 �-1r_rm STONE CK DAM 'LENGTH or ARCH �� CHANNEL SECTION .. N.T.S. CO .I N.T.S. .. , - - - r 0 UNBALANCED CHANNEL DETAIL PLATE ARCH.. .....'.,�::.:.: "'`. - . ;. ,•.,'..;;_'." 25 T-/R BSM9GAUGE= �SPACING a' 2 1 MIN.(TYP.) SELECT GRANUAR FILL / �• NYSDOTITEM 203.07 i Revisions " II -l. No D,1e a9 -pt- -- III = �wA / - - / 65 - - " 2 09/26/21 ABG PER NS COUNttE 50L ENT 1E1 3: / } 10/6/21 All PER TG MLLER COMMENTS ( -III Z - ''III-III- 11/01/21 AEG PER SHPO COMMENTS I EXTEND RIP RAP END PLACE URGE STONES SIDE BY -III- 18"�Tn CREEK BOTTOM _��` :. -III- 11/oa/2t uNEAnoN MAP //\ TREATMENT 'ABOVE THE TOP SIDE ON THE BEDDING `-IIrT r Tr rT 7'} �^ - - 6 11/30/2t ABG PER POIE REVISIONS of / ','�,i OF ARCH NYSDEC CUSS III, MATERIAI WITH SMOOTH -III %• V -III -III-III I- III-III: 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS FROM TABLE 5B.3 FROM NYS SURFACES FACING UP. PROPOSED 6 01/0}/22 ABG PER NTSOEC COMMENTS STANDARDS AND ~-A ^T`• RIP RAP SCOUR PROTECTION 9 3/25/2 A.0 PER P S DE ATIONSFOREROSION ALUMINUM STRUCTURAL PLATE BOX CULVERT DETAILS NYSDEC CLASS III,FROM TABLE N o© AND,,SSEDIN IMENT 5B.3 FROM YS STANDARDS AND CONTROL N.T.S./\ SPECIFICATIONS FOR EROSION CLASS III RIP-RAP PER TABLE AND SEDIMENT CONTROL(TYP) %\ FROM THE NYS STANDARDS AND PECIFICATIONS FOR ON AND SEDIMENT OR APPROVED EQUAL CONTROL NOTES & DETAILS g :MIN TENCATE MIRAFI H2Ri NOTE:PROVIDE ALUMINUM BASE 10 CHANNEL ANCHORS 9"x2-1/2"ALUMINUM \\ Y EVERY I2'PER STRUCTURAL PLATE ARCH m \/_0k\�\\j\\�\ / NOTES: DETAIL BELOW 2 BY TANEENTERPRISES)OR NORBUT SOLAR ;~T5> 1. SLOPE SHALL BE GRADED TO 2:1 OR FLATTER PRIOR TO PLACING RIP RAP. B"Oxl APPROVED EQUAL DANBY SITE 2. PACE THE FABRIC DIRECTLY ON THE PREPARED FOUNDATION.OVERLAP THE EDGES BY AT O 1, LEAST 2 FEE1.BURY THE UPPER AND LOWER ENDS OF THE FABRIC A MINIMUM OF 12 INCHES 1"x3%" / W FABRIC KNOCKOUT i f.;• / BELOW GROUND.TAKE PRECAUTIONS NOT TO DAMAGE THE ABT E BY DROPPING THE RIPRAP.IF DAMAGE OCCURS,REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING ANCHORS 4 BARS(TYP) BEND DOWN 1}`y" Town/City: ITHACA ANOTHER LAYER OF FILTER FABRIC WITH A MINIMUM OVERLAP OF 121NCHES AROUND THE ) County:iOMPKIN$ State:NEW VORK DAMAGED AREA. AND TWIST 2' CEMENT OF PLC ERIPRAP SHOULDTHAT IT FORMSIMMEDIATELYDSE,WELL-GRADED DEDPLA MASS OF STONE E CONCRETE Project No. STRUCTURAL PLATE x .` \\/\j\\j\\j FILTER FABRIC. RIPRAP SO THAT IT FORMS DENSE,WELL-GRADED MASS OF STONE FOUNDATION #4 BARS @24"O.C.PP) •1 ,,".:-: /\j\\�\\// WITH A MINIMUM OF VOIDS.THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS (4,000 P51) 20213129.0001 ISOMETRIC DETAIL \\\\\j\/ MAYBEOBTAINED BY SELECTIVE LOADING AT THE QUARRY AND CONTROLLED DUMPING DURING FINAL PLACEMENT.PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION.DO31 N.T.S. / NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE Dravnng No. Sheet No. r SEGREGATION OF STONE SIZES.BE CAREFUL NOT TO DISLODGE THE UNDERLYING BASE OR ARCH TO FOUNDATION FILTER WHEN PLACING THE STONES. C 2O1 11 RIP-RAP SCOUR 4. ENDS OFTHE RIP RAP SHALL BE KEYED INTO A STABLE BANK.WHEN TYING INTO OTHER CONNECTION DETAIL 3 PROTECTION STRUCTURES,URGER RIPRAP CAN BE LAID IN STEPS OR STACKED AS NEEDED TO FIT.STONES Scale: URGER THAN THOSE DESIGNATED FOR FLOW(12)SHALL BE USED FOR THIS PURPOSE. N.T.S. N/A i CONCRETE FOUNDATION U FOUNDATION RIP-RAP INSTALLATION DETAIL Date p SUB-BASE N.T.S. OCTOBER 2021 NOT FOR CONSTRUCTION GENERAL NOTES: 1. USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ;)A ONLY ESS 2. IUSE PROVIDE ERVIOUSCEACCESSFOR ROAD IS UNITED EQUIPMENT TOLOWREPAIR MPACT IRREGULAR MAINTE MAINTENANCE VARIES(24'MAX.) PASSERO ASSOCIATES UNITED ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. engineering architecture 3. REMOVE STUMPS,ROCKS AND DEBRIS AS NECESSARY.FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION LEVEL. i 4. REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT y GRAVEL MATERIAL ENGINEER.COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL DO NOT PLACE IN AN AREA ,,, EXISTING GRADE EXISTING THAT IMPEDES STORMWATER DRAINAGE. W VARIES(24'MAX.) CUT LINE GRADE 5. GRADE ROADWAY,WHERE NECESSARY,TO NATIVE SOIL AND DESIRED ELEVATION.MINOR GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. W FILL CUT AREA WITH .I. W GRAVEL MATERIAL 6. REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER.DO NOT PLACE IN AN AREA - THAT IMPEDES STORMWATER DRAINAGE. 2R SLOPE \/ 7. ROADWAY WIDTH TO BE DETERMINED BY CLIENT. W EOGRID MATERIAL 1 ..:: I - \\ /\� RESTORE EXPOSED B. THE LIMITED USE EXCEED 6X S ACCESS ROAD CROSS SLOPE SHALL BE 2%IN MOST CASES AND •„ W - \/[[ SOILS INSTALL ESHOULD NOT XCEED 5R EXCEED 6R THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT y W \`,, \\/� \\�\\�\\�\\�\�\\� \\� \ \�\ \\\\\ EROSION CONTROL / / `/ MATTING AS REQUIRED. \\�\\�\\•� REMOVE EXISTING 9. LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION W •` SOILS AS NEEDED WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING.THIS SPECIFICATION B TO BE FILL WI1H REMOVED DEVELOPED FOR POST-CONSTRUCTION USE.SOIL RESTORATION PRACTICES MAY BE APPLICABLE W NATIVE SOIL.COMPACTED EXISTING INSTALL CHECK DAMS OR TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD N' + GEOWE8 GEOGRID UNDER TO MATCH EXISTING SOILS SUBGRADE ANCHORED STABILIZATION BE VERIFIED BY SdL PENETROMETER READINGS.THE PENETROMETER READINGS SHALL BE „ AND STABILIZED WITH SYSTEM GEOWEB SYSTEM. MATERIAL IN DRAINAGE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION,EVERY LIMITED USE ACCESS ROAD ANCHORED MATTING GEOTEXTILE FABRIC TO CHANNEL 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. TO BE FLUSH WITH BE USED IN PLACID ENTRANCE AND MATCH SECTION SOIL AREAS ONLY 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE UNITED USE PERVIOUS ACCESS ROAD,IT EXISTING ELEVATION SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL,FILL MATERIAL,ETC.IF PLAN NOTE: THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING THE INITIAL PHASES OF 1. TINE ROADSIDE DITCH SHALL BE DESIGNED IN ACCORDANCE WITH THE NEW PORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND CONSTRUCTED AND UTILIZED TO REMOVE SEDIMEN FROM CONSTRUCTION VEHICLES AND EXISTING CONSTRUCTION,A STANDARD NEW YORE STATE STABILIZED CONSTRUCTION ACCESS SHALL BE VARIES(24'MAX.) SEDIMENT CONTROLS FOR GRASSED AND VEGETATED WATERWAYS.ADDITIONAL DETAILS WILL BE PROVIDED SPECIFIC TO THE SITE DESIGN. T EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATIONADE GRADE ON,OR OFF SITE.MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF i EXISTING LIMITED USE PERVIOUS ACCESS ROAD-10%AND GREATER SLOPES WITH DITCH SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. .2! L SCALE:N.T.S. cu OE va//ROAD 11S il. E LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED USED UNTIL ALL AR - AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 12.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED AREAS,HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE,THE PROJECT 1y SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. FILL CUT AREA WITH EXISTING 13.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED GRAVEL MATERIAL SUBGRADE GEOGRID MATERIAL FLOW COULD NOT BE AVOIDED.THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY,HOWEVER WHEN DEALING WITH 5X-15R GRADES NOT PARALLEL TO THE CONTOUR, PROJECT A ROADSIDE DITCH MAY BE REQUIRED.THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE LOCATION APPLICABLE FOR SIZING AND STABILIZATION.DIMENSIONS FOR THE GRASSED WATERWAY LIMITED USE PERVIOUS ACCESS ROAD-0%TO 101%SLOPES SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS. SCALE.N.T.S. AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS PRACTICE.RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLET REQUIREMENTS OF THE REFERENCED STANDARD.INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO PRE-DEVELOPMENT CONDITIONS. Town of Danby 14.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD,THE LOCATION SKETCH PERVIOUS ACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSIST OF UNIFORM VEGETATION(I.E.BUFFER),20 FEET WIDE AND PARALLEL TO Client. THE DOM GRADIENT SIDE OF THE ACCESS ROAD.POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL „n STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. +VyU( 15.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN NORBUT SOLAR THEIR SITE ASSESSMENTAMROLOGY ANALYSIS.IF THE HYDROLOGY ANALYSIS SHOWS THAT THE 1241 UNIVERSITY AVE. HYDROLOGY HAS BEEN ALTERED FROM PRE-TO POST-DEVELOPMENT CONDITIONS(SEE APPENDIX A OF GP-0-15-002 FOR THE DEFINITION OF"ALTER THE HYDROLOGY._").THE ISOMETRIC ROCHESTER, NY 14607 DESIGN MUST INCLUDE THE NECESSARY DETENTON/RETENTION PRACTICES TO ATTENUATE THE RATES(10 AND 100 YEAR EVENTS)TO PRE-DEVELOPMENT CONDITIONS. GEOGRID MATERIAL NOTES: 1. THE GEOGRID,OR COMPARABLE PRODUCT,IS INTENDED FOR USE FOR ALL CONDITIONS,IN VARIES(24'MAX.) PASSERO ASSOCIATES ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS AND PRESERVE ACCESS LOADS. A ISOMETRIC Is6s1 a2floo0 2. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4"CLEAN,DURABLE,SHARP-ANGLED CRUSHED nester.rvew ron 1451e rax:15651021 II STONE OF UNIFORM QUALITY,MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02,SIZE DESIGNATION 3-5 OF TABLE 703-4.STONE MAY BE PLACED IN FRONT OF,AND SPREAD WITH, y, ]�B PrincipalHn-Charge Jess Sudol,PE A TRACKED VEHICLE.GRAVEL SHALL NOT BE COMPACTED. RAVEL MATERIAL �(3s Project Manager David Cox,PE 3. GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL.GEOGRID SHALL BE DESIGNED BASED W ]J/� h I ISSUEOM FINAL In/z0/2o Designed by Austin Goodwin,ETT. ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. •1' } NO. REVISION DATE 4. IF MORE THAN ONE ROLL WIDTH IS REQUIRED,ROILS SHOULD OVERLAP A MINIMUM OF SIX W COLLAPSED INCHES. `✓ +' of NEW S. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND CONNECTIONS. W y �' _ �PF'�p,NIEL S k 6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4" •s, GO 55 CRUSHED STONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. GEOWES SYSTEM PLAN BASIS OF DESIGN:TENCATE MIRAFI BXG110 GEOGRIDS;365 SOUTH HOIlAND DRIVE,PENDERGRASS, W LL r ' GA;800-685-9990 OR 706-693-2226;WWW.MIRAFI.COM ✓ a ` ��^ GEOWEB MATERIAL NOTES: r, W �� Gg, W `O 23��y� 1. THE GEOWES,OR COMPARABLE PRODUCT,IS SUGGESTED FOR USE ON ROAD PROFILES Y. .I G� TRC Engineers,Inc. (LF` EXCEEDING 10R.THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL yS C� 215 Greenfield Parkway DURING USE. ° ERVIOUS ROAD TO BE FLUSH WITH ENTRANCE AND Liverpool,NY 13088 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MATCH EXISTING ELEVATION NwN,trcwmpanks.mm Revisions 3. WHERE REQUIRED,I COMPACTED SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS PLANBy SLOPE OF 2%.NATIVE SqL SHALL BE CPACTEO TO MATCH EXISTING SOIL CONDITIONS. 0 oe/30/21 ABG q "stop ion 4. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4"CLEAN,DURABLE,SHARP-ANGLED CRUSHED a 2 09/24/CI ABG PERETOMPNNS CONNTYE SOiLI&WATER STONE OF UNIFORM QUALITY,MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02,SIZE VARIES(24'MAX.) EXISTING 3 10/6/21 ABG PER TG MILLER COMMENTS DESIGNATION 3-5 OF TABLE 703-4.STONE MAY BE PLACED IN FRONT OF,AND SPREAD WITH, GRADE 11/01/21 ADc PER sNPo coMMErvTs A TRACKED VEHICLE.GRAVEL SHALL NOT BE COMPACTED. '�• A 11/oe/zt Aa EXISTING GRADE G oEUNEgnoN"Al 5. GEOWES SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL GEOWEB SHALL CUT LINE 6 11/3a/21 AEG PER POiE RE_ON, BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 003 7 12/01/21 AEG PER INCLUSION OF TCSW WETLANDS y 6. U 2%SLOPE LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4" RESTORE EXPOSED a 01/03/22 AEG PER NYsOEC COMMENTS CRUSHED STONE.SIZE 3A,MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. \ SOILS.INSTALL F}4 e 3/25/2 PER 1 / EROSION CONTROL q,7, LTE 7. THE TOP EDGES OF ADJACENT CELL WALLS SHALL TI FLUSH WHEN CONNECTING.ALIGN THE \\ MATTING A$REQUIRED. O� Y.OUATON I-SLOTSCONNECTED FOR INTERLEAF AND END TO END CONNECTIONS.THE LEND C PANELS SHALL BE '- ///\ / / / / / / IqG 0 CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS.REFER TO \�\\\�\\��\�\\•\\T\\� \�\\.\�\�./\\•` GEOGRID UNDER GEOWEB 7Jy MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION,TYING AND CONNECTIONS. SYSTEM.GEOTEXTILE GEOWEB SYSTEM FABRIC TO BE USED IN BASIS OF DESIGN:PRESTO-3424 OR 0-738;222 NORTH PERKINS ESTOG STREET,APPLETON,WI; FILL CUT AREA REMOVE PLACID SOIL AREAS 800-548-3424 OR 920-]38-1222;INFoePRESTOGEO.COM; FILL WITH REMOVED WITH GRAVEL EXISTING SOILS ONLY NOTES & DETAILS WWWPRESTOGEO.COM NATIVE SOIL,COMPACTED EXISTING MATERIAL AS NEEDED DRAWING TITLE: TO MATCH EXISTING SOILS SUBGRADE AND STABILIZE NTH PERFORATED STRIP WITH 13L0T LIMITED USE PERVIOUS WOVEN GEOTEXTILE MATERIAL NOTES: ANCHORED MATTING SECTION EXPANDED PERSEPECTIVE ACCESS ROAD DETAIL 1. SPECIFIED GEOTEXnLE WILL ONLY BE UTILIZED IN PLACID SOILS.PLACID SOILS CONSIST OF N O R B UT SOLAR POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED PARTICLES AND ARE PRONE TO L� IUD USE PERVIOUS ACCESS ROAD-10%AND GREATER SLOPES GEOWEB SYSTEM SCALE: N.T.S. RUTTING.PLACID SOILS ARE TYPICALLY PRESENT IN LOW-LYING AREAS WITH HYDROLOGIC SOILS J DATE: 05/17/2019 DAN BY SITE GROUP(HSG)OF C OR D,OR AS SPORED FROM AN ENVIRONMENTAL SCIENTIST,SOIL SCALE:N.T.S. 4 SCALE:N.T.S SCIENTIST,OR GEOTECHNICAL DATA. DRAWN BY: CAK 2. THE CONCERN FOR POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DUE TO THE CHECKED BY: SML GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY DRAINED SOILS PROJECT: Town/City: ITHACA WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE MATERIALS IS CRUCIAL FOR LONG TERM OPERATION AND MAINTENANCE. DRAWING NO.: County:iOMPKIN$ State:NEW YORK BASIS OF DESIGN:TENCATE MIRAFI RSi-SERIES WOVEN GEOSYNTHETICS;365 SOUTH HOLLAND Project No. DRIVE,PENDERGRASS.GA;800-685-9990 OR 706-693-2226:WWW.MIRAFI.COM 20213129.0001 NYSDEC APPROVED PERVIOUS GRAVEL D-mgNo. Met No ACCESS ROAD C 202 12 N.T.S. Scale: N/A Date OCTOBER 2021 NOT FOR CONSTRUCTION n _ SF — ATCH LINE C 109 --- HORIZONTAL SCAIE 109 SF PROPOS FENCE 0 20 40 BO ' r -�:N88°4 4' 4#'# — \ �\ NYSDEC APPROVED PERVIOUS ACCESS \\ \\ '� SCALE:1"=40' 3 �\ \ Sc \ \ DRIVE PER DETAIL.PERVIOUS ACCESS I t263- \ _ -y-_ V 1 \ DRIVE ENDS AT PROPOSED GATE \ I- N78'29'29"W (DEED) \ zo - \ ' "� \� S 38. -PRoroseosHr- \ r---�--- -- -- �\ EG 7A-2 \ �, \\ FENCE \\ \\ \ _ - / /^/•. -. I / , \ -830 \\ c�.^1��•� \ �PROPOSED20'DOUBLESWINGBARRIERPATEWITHLOCKAND \\ \\\ \`_--_-��� / 'J' //�/ \ PASSERO ASSOCIATES RE-BARS I \ \ \\ \\ 2g•• 2 \\ OPTIONAL ARM GATE B.POST SAFETY TAPE KIT PROD UCED BY engineering architecture BARRIER GATE BRANDS OR APPROVED EQUAL. \ J\ MARKER\ \ S\ Fp `\ \ --_ LEGEND: S 0.3 \ \ ) - - F \ EXISTING ACCESS DRIVE FOR BALD \ -_-_ \ \ \ \\a\�: \ \� HILL ROAD TO MAINTAIN EXISTING Off/ PROPERTY BOUNDARY \ / / \\ \ \\� \\ _ CHARACTERISTICS. \ \ - \ \ \ / / \ 11\'\ \ \� LJ �� \ INV.=1258.32'\ \ \ \`` ..\ � 6, —_ _—R.O.W. \ \\ \ \ \ \ \TO BE REMOVED EXISTING CENTER \\ \ PROPOSED O SILT BE \\ \ TLAND AREA\\ \ '/ /'/ ' / \ \ 1 /- \\ `0Hf D-5 \\ \ \��� \ \ -__\ S� \� -- --LINEROAD \ \ \' ' -i' /' /' /' 15 GHT OF AY PER -�S^\ 12"END 1 \_ \ EXISTING MAJOR \\ INSTALLED \ "B" \ '� /' X / \\ 1 \ \�J-------- ------ `\ S\ -- -----520-----CONTOUR \ :' INSTRUMEN P R LI ER 985 I RE-BAR \\ALONG / •y \ INV=125R.32 \\ ----- CONTOUR (FLAGGED) \ \\ Y / / / OF DE DS�PAE 51 & 6,10 \ FOUND \, \ \ \ - \\ �O -- ----521 ----EXISTING MINOR 0.095 AC / l \ \ \ \� CONTOUR INSTRUMENT$5 7907-1 I /t/ \ \ \ \\ 1� ^\ \ \ \ EXISTINGSLOPv>75%(iVPJ \ \\\ \\\ \\\\\ i / / - {PART OF 60'IRIG�IT§F WAY)i / \�i: s'2 '\ \\ \ \ \ \ \ PROPOSED FENCE \ \ \ / 1 \ \�/ / \ 4• �/ \ J'\ \ \\ \ \ _ -_----- --- \\ \ $F PROPOSEDSILTFENCE \� 054 BALD HILL ROAD ��•• > R \ _-- / Gl/ \ \ `\ \\ \ J\\ -\ ,\� \\J� \\ EXISTING TREE LINE 7/ \\ \Ny G 7A-1 \ 4-I \\ PROPOSED TREE LINE PROPOSEDTREEUNE \ �i l // \\ \\ ��`J' j' / \ \Fp) \ �i \ \ 1 \ \ `\ POLE LINE EASEMENT TO NYSEG PER USER �J REMOVE TREES \ \ \ \ 1 \ 635 OF DEEDS,PAGE 635 --- \\\ \ \\ \ I \ \1 12"END \\ \ \ \ \ / L=70.93' \ \J- \\� INV.1258.82 \ \ \ \\ \0.\ \ <�_\ \ I J/I,` /' \ �\ + + + + SLOPES>15% T 23 LF 1 HDPE R=150.00' \ I /C \ STM.®2.20% ^I \\I \ \\ \ T \ \\ PROPOSED SOLAR O -T 1/ \ / / 21 L.F.12"CPP 1 \\ �' i-1 \ \\\\ \ II \ ' J \\\\ \ \ ® PANELS TREES TO BE\ \ I A=27 05'3411 \ -� ~` \ \\\ INV.12"CPP-125\.55' Y \ v�� 0\ \ REMOVED(TYP.) \ \ / Lam\ ��\\ I / TO BENREMO1 y�55EDx'.) \ \ \ \ \ \ PROPOSED SILT FENCE TO BE /'I -%P ° TO BE REMOD J\ \\\\ \ % \"/ ��- \\\ \\ \ \ INSTALLED ALONG CONTOUR(TYP.) 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W /1 \\ \\ \\ \\ 1 1 \\ v ` c \ 3 / \\ �\\ \\1 \`--\ I-'\ ---\\�\\\ II �Q O \\ \ \ \ \\ Ix NYSEG PER LIBER 675 Z �I APP XIMATE AREA III EASEMEN \ \\_\ ASD �( c \ \\\ \\ OF DEEDS,PAGE 1 ROCHESTER, NY 14607 PERJ ST.#2W8-11659\\ '/ / NYSEG 7A/Le 4. / 2" '^ - �I U �3)T + o "' S p. rn , \ ` `\ `\ \\ \\ \\ PASSERO ASSOCIATES Q7 (nl NV.=1256.88' \\\ \\ • rimer 1,11nlaeu alsulaao LC \ \ \ 1 \ I \ \ \\ \ \ \ \ EXISTING I2"CITTO BE ` \ / 2«west rna=so-eerswre ax:Ise5I32s1s11 ass\ \ \ \ 1 \ EXTENDED BY II'.INV=1256.68 \\ �r \ / Principal-inLharge Jess Sudol,PE Project Manager David Cox,PE INV. 1257.42' ( \ \\ /� Designed by Austin Goodwin,ER. \\\ \\ \\ 0 5� / tee\I / IGAS MARKER YS �\\ / of NEW Op,NIEL y. O \\V <' \ \ \ \ \ LO 10ON lb \ u� 1 \ 1 \ p r\ \ / \ V 'POLE LINE EASEMENT TO NYSEG PER LIBER \ //�\ \ 0k 4.�2 `O40J0 \ 1 T N 218 OF DEEDS,PAGE 386 1 } , lL \y �\ _ e, �\ +' \ �. ,\� m N, \ ) \ N\ \ \ 1 1 \ p Revisions /1\' 3 \ \� © I`) / I ,/ i'I \ \ P `l. \ I N' Hale By cc ss DR UE III PER aENT DB/3D/2,A:G A \I Nm Z \T `\ \ \\\ \P '� PLANT LIST 2 09/24/21 ABG PERETGM'EIVE GOON Y solL'x wA ER COMMENTS (3) SHPO COMMENTS PER eME wr_TLAND DELINEATION MAP SYMBOL SCIENTIFIC NAME COMMON NAME MATURE HEIGHT X WIDTH ) 12/01/21 ABC PER INCLUSION OF TCSW WETLANDS i I I m � ,� / 1 \ \� i CAPPED RE-BAR \\ \\ FOUND _-- ' I `\ W-0.3' ' - CC CARPINUS CAROLINIANA AMERICAN HORNBEAM 20-25 x 20 I \ v ` \ V A V I ; A v moo© J 1 i \ I (3��o_T \ SC-W SALIX CAPREA(WETLAND) PUSSY WILLOW 15-25 x 12-15 TO THUJA OCCIDENTALIS'TECHNY' AMERICAN ARBORVITAE 10-15 x 8 alt. `EMERALD' 10-15 x 4 pebblestream 1 \ \ \ \ \ \ \ I I \ \\\ LANDSCAPE ARCHITECTURE S \\ \ \ alt. 'NIGRA' 20 x 5-10 0f0 Highland AveN�he ,NY 14620 1 1 1 \ \ I 1 \ \ \ \ \ 1 \ / tal:585160-994 o www.pebble-stream.cOm NORBUTSOLARDANBYSITE \ \ NOTES: SCREEN PLANTING PLAN 1. NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN ITHACA,NY TOMPKINS COUNTY RA / EXISTING VEGETATION, FENCE LOCATION,AS WELL AS SIGHT LINES FROM NEARBY D WINGDATE:12-08-2021 I�\ \ \\ I%Ir\I REVISED: PIPE FOUND I \\ \ RESIDENCES. ^+ \ 1 \ \CAPPED RE-BAR / S-0.1 / \\!> I^ Project No. FOUND- \ \\\ IIf�89e�1,3s}�'W/ 0,@0r`c=_, \ E-0.1• �\ 20213129.0001 N;79'07i`L5" \(D�ED�I\ ( \\ / 8 2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED. Drawing No. Sheet No. ` \ \_ PIPE F°"° 3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES. C 108 8 \ TfA 10-1,56, I S-0.2 ` ' i J Scale: \\\ \\\ \\\ \\\ \\ N\ F\wON\\GO ERY'/ `I \ 1\\ I /I\ mil' ��/ GO TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT. 40` o Date OCTOBER 2021 NOT FOR CONSTRUCTION HORIZONTAL SCALE 40 0 20 40 so SCALE:1"=40' ;)A PASSERO ASSOCIATES engineering architecture v vv A vv vv �v �v �'�v �vvv A v vv / vv v1 i i LEGEND: v ` v \�\ \\ \��\\ \��\ \\ \\ \\ \\ 11 `\ —\ B75.40' \ \ --�- I ,--T --r—���--{ —_ _ PROPERTY BOUNDARY 89"0557"W ---- \ I I I 1 1 FLOW. --- -- -��-�---fir--- V A UG UGIE I \ \ \ 7'TALL WIRE FENCE WITH 6"WOODEN POLES SET \\w \ \ \ -C \ \ \ \ \ I \ UG E Y ,'UG E E UC E-r E r __ _ __EXISTING CENTER PROPOSED SOLAR ARRAY LAYOUT 70'O.C.SEE DETAIL ON SHEET C 201LINE BOA \ �� \ E\ IIG E lIG E IIG E \ Ij E UC E-� -�'E EXISTING MAJOR \ E `\ UG E�w E UC E \ 'c I1G E ---QUO E����IIG EJ—TiiC U E ` LIG E BUG c UG G�E UG E I I UG'Ey�UG IE I I \, \. \ \\ \ \• TREES TO BE REMOVED(TYP.) rT�E UC E IIG� �'E—TUG E `—� \ - \ -- --- - -- ------ 521-----CONTOUR OR PROPOSED I PROPOSED SILT \ \ \ Ily W UG E UG E UG E� UG ETU c-UG E-� '.UG E' UG E UG E \ - E I I I , - I I --520----- FENCE \ \ \ \ --- -- -- \�--\ N84"5'50"E'` \� ____ i �-�� - r TREELINEI -- c-- TT 1 \ \ 1 I I l COTOU MIN I IA -^-- ------ T-v v v 874.40' vv \ _ Ci -- - - \\� 89G51 i' / I P > P %OTNG TREE LINE PROPOSED FENCE N89°0T 8"W \ �1tl �S1°55'11"E \ \ \ _- N 'S5"W EXISTNG5LOE5 15$(TYPJ / / / / \ MATCH LINE•C 1.10� \ S �E 3.04' 5.10' `\ `\ _ 3687.30' (DEED&MEAS.) _ -- _ _ I \ \ >< -- � 7 �\ \\ PoROPEktY LINE PROPOSED TREE LINE FNC. i i--_ /''/,/ /' /' / REMOVE TREES 1 \ \ \ \ I I I I SLOPES>15% / / + + PROPOSED SOLAR I I / / I , / I PANELS I / RE-BAR FOUND _ ) O-T 8 / S-1 .35'(S-18.05'REF.1) C,C! PROJECT PROPOSED SILT FENCE. \ I \ TO BE INSTALLED LOCATION \ \ I ALONG CONTOUR SHED J \ Town of Danby 47 LOCATION SKETCH TLAN[�'AREA w ---- W-(FLAGGED) NORBUT SOLAR -------- ,1------, \\ -�\ \\. `\ \ \ �\ I`^\ \\ �` �\�';\ / 1241 UNIVERSITY AVE. ROCHESTER, NY 14607 EXISTING SLOPES>15%(TYPJ PASSERO ASSOCIATES 1 \ \ re \ I5a51 azfiooD ars:�'�rvew,'r'oa iisie xa.:lsesl szslssl 4 < I •.' // � L \\ `�1 \\\ \\ \\ \ \ � PnnciPal-inCharge Jess Sudol,PE \ y / __ / \� \ \ Project David Cox,PE , \ 14 L.F.18"CPP \ �\ ;,/ �I'• ,/ \/' - �\ � I \ \ / \ \ \ I 1 \ \ \ o`\ \ -_ lec 9er \\ \ •�I.�a-� ii% �.9 -- ��.- \\ Designed by Austin Goodwin,EIT. INV.=12 .03 \ �/' '1 \\- �` - 7 FNC. \���\ \ \\\ Ir A -1�21�1-5-, PROPOSED SILT FENCE /• \p �� \\ \ \ T� \ \ TO BE INSTALLED NF BEENL��---� \ ALONGCONTOU0. \ \ m 'k - - -\ �I \ z , I'�i9yIQU ME�i�- �-5Q�J&7c 001\ / 1 --� /� , / A I I � v v I I I I I 1 A P OP S 1 END. ---- _ O�T \ •'� \ \ \ ( I ( I \\\\l \� \I �\4 _/\ _---__I- ,g LLJ ' ILA" ,(3)C �� - - PLANT LIST Revisions Z INTERMITTENT TRIBUTARY / -- o rn I /3' / / .Y'. ` \ O \\\ Dale av 'CC"' ORVDuovEt�vER CL ENT n \ ------ J — , AaG A � M \ \ J GO/D/2,ABC PERESNEGILCOMME NDEurvEAT ..�f=.. // -\, \ I� \ x WATER o T..._. T_..._-...�' �\ "//z,A w>=xs couxry solLlory rnAv TREES TO BE REMOVED(TYP.) ------------- `\\(3)TOI-T� N\ m \\ `\ CC CARPINIUS CA OLINIANA AMERIOCAN HORNBEAM 20-25 x20 E > >=/G'/2'A5G PER INCLUSION OF SYMBOL HEIGHT X WIDTH DN (n ,/1 all AfiG PER PC REvEIIGNS OF TCSW WETLANDS g \PROPOSED$OLAR \\ m _PROPOSED SILT y7•TALLWIREFENCEWITH4"WOODEN POLES SET / \ \ \ + \ \�� SC-W SALIX CAPREA(WETLAND) PUSSY WILLOW 15-25 x 12-15 ARRAY LAYOUT\ FENCE 10'O.C.SEE DETAIL ON SHEET C 201 / PROPOSED SILT FENCE \\ \ \ \ \ r \ \ TO BE INSTALLED \\ \ \ \ \ ALONG CONTOUR. \ \ \ \ , TO THUJA OCCIDENTALIS'TECHNY' AMERICAN ARBORVITAE 10-15 x 8 °© ATE 0 � -\- r \-�r- -.\� - El- DOUBLE 51lT FENCE IN \ \ -��` PROPOSED TRUCK/CONCRETE I \ ae rn sEcrtN.II xess Axe roxvx,Dxr xxm WASHOUT AREA.AREA TO BE PROXIMITY TO I y i \ INSTALLED PER DETAILS AND\ TRUCK/CONCRETE I / \ \\ ( _ all, EMERALD' 10-15 x 4 REMOVED WHEN \ \ WASHOUT AREA. / I \ 1 ) - V CONSTRUCTIONCOMPLETED. \ \ / (3)C� \ I / ♦ pebble-stream \ AREATO BERETURNEDTO \\ / / alt. 'NIGRA' 20 x 5-10 EXISTING CONDITIONS. \ / / \\ \ , I I LANDSCAPE ARCHITECTURE \ 1010 Highland AveN¢h—,NY 14620 \ _ -\ \ -__� I '1 \ / , \ \ , \ NOTES: te1585-760-994 c,wwwM,bble-sheam 1. NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN NORBUT SOLAR DANBY SIT E SCREEN PLANTING PLAN --- X EXISTING VEGETATION, FENCE LOCATION,AS WELL AS SIGHT LINES FROM NEARBY (3)TOtT� X \ NN\ ITHACA,NY TOMPKIN3 COUNTY I RESIDENCES. DRAWING DATE:12.08-2021 \ \ \ \ 315'TO PROPOSED CLEARING LIMITSREVISED:\ �\ 2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED. PrD;ect No. PROPOSED TREELINE \ \\ \\ \\\ 20213129.0001 3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES. Drawing No. Sheet No. ' W \ TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT WETLAND AREA .�/ \ \ \ / \ C '\. \\ \\ RE-BAR FOUND\ C log [1 7 7 O (FLAGGED) \ w-0.1' \ Scale: 0.027 AC__ __ \END. 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Qp SOLAR ITEM DETAIL SITE I SITE 2 SITE 3 TOTAL Bmv W-h—,co-,Boma,,,CO 803m SYSTEM SIZE,DC: KW-DC 6,697.50 6,697.50 6,697.50 20092.50 BN Faeaml BII D.—,CO 802N www.NamastaSolar.wm•301A 7.0300 I SYSTEM SIZE,AC: KW-AC 5,000.00 5,000.00 5,000.00 15000.00 MODULE: TRINA SOLAR,TSM-DEGI5VC.20(11),475W 14,100 14,100 14,100 42 INVERTER: CPS SCA125KTL-DO/US-600,125KW 40 40 40 120 STRINGS: 30 MODULES IN SERIES 470 470 470 1410 ORIENTATION: TILT AND AZIMUTH +/-60°TILT, +/-60°TILT, +/-60'TILT, --- 0°AXIS AZ 0°AXIS AZ 0°AXIS AZ RACKING: TERRA SMART,SINGLE AXIS TRACKER, 40%GCR 40%GCR 40%GCR --- GROUND-MOUNT 2 2 NOTES: 1)POLE#I:NYSEG RECLOSER WITH SCADA CONTROL 2)POLE#2:NYSEG BI-DIRECTIONAL UTILITY METER,POINT OF COMMON COUPLING 3)POLE#3:SURGE ARRESTORS AND GOAB - 4)CUSTOMER RISER POLE#4:CUSTOMER OWNED RECLOSER Aw 0 O U � 3 (NORTH)50' SETBACK FROM PROPERTY ➢y N 3 LINE TO MODULES,TYPICAL ' CO,c w - - -- - w E, EL a a O u' F EL � EPHEMERAL STREAM,TYPICAL - ` '+ o z N £ a - ' - -- - u, o 0 0 = 0 SITE 2 ' WETLAND,TYPICAL l,O�\0 SITE 3 INTERMITTENT STREAM,TYPICAL O� �O�\�O 4 50' INTERMITTENT STREAM SETBACK,TYPICAL 4 O��� ��� S(..WESU�T 5'SETBACK FROM PROPERTY SITE INE TO MODULES,TYPICAL75LINE CK FROM PROPERTY �LINE MODULES,TYPICAL, ' ESITE 2 0' RE IDENTIAL ETBACK,TYPICAL-� s PROPOSED ACCESS ROAD m 3 PROPERTY LINE,TYPICAL W O a a III PARCEL ID: 10.1 21.122 o - PO i Q J Q O c/) >_ [If _ -- - J�-�— _s o m 6 INVERTERS DISTRIBUTED IN ARRAY,TYPICAL J 16'SETBACK FROM FENCE (SOUTH)50'SETBACK FROM PROPERTY 0P Q m 6 TO MODULES,TYPICAL - - Q m CID PAD MOUNTED SWITCHBOARD W/ SITE FENCE,TYPICAL LL. Uj XFMR AND PV EQUIPMENT,TYPICAL - O Z zo w a 475W PV MODULE,TYPICAL _ z a W O N J � W . - GSE,SWE 0,2 TH HT AGGREGATE SITE PLAN - - - - - - n 0 100 200 400 Aela O I SCALE: I'=200' NOTE:AERIAL IMAGE PROVIDED FOR CONTEXT ONLY A B C D E F G H I J K Mono Multi Solutions THE DUOMAX4K BIFACIAL DUAL GLASS 252 LAYOUT MODULE 252 LAYOUT PRODUCTS POWER RANGE TSM-DEG15Vc.20(II) 465-485W == MONOCRYSTALLINE MODULE 465-485W POWER OUTPUT RANGE 20.6% High power MAXIMUM EFFICIENCY •Up to 485W front power and 20.6%module efficiency with 1/3-cut and MBB(Multi Busbar)technology enable higher BIDS savings •Lower resistance and good reflection effect of MBB ensure higher power O N +5 W High reliability POSITIVE POWER TOLERANCE •Improved PID resistance through cell process and module material control •Resistant to salt,acid,and ammonia Founded in 1997,Trina Solar is the world's leading •Proven to be reliable in high temperature and humidity areas total solution provider for solar energy.With local presence around the globe,Trina Solar is able to •Mechanical performance:Up to 5400 Pa positive load and 2400 Pa negative provide exceptional service to each customer in load each market and deliver our innovative,reliable products with the backing of Trina as a strong, bankable brand.Trina Solar now distributes itsPV energy High generation products to over 100 countries all over the world. 9 gy 9 We are committed to building strategic,mutually •Up to 25%additional power gain from back side depending on the albedo beneycial collaborations with installers,developers, distributors and other partners in driving smart •Excellent IAM and low light performance validated by 3rd party with cell energytogether. process and module material optimization Comprehensive Products •Better anti-shading performance and lower operating temperature and System Certificates Easy to install IEC61215/IEC61730/IEC61701/IEC62716/UL61730 ISO 9001:Quality Management System •Frame design makes module compatible with all racking and installation IS014001:Environmental Management System methods IS014064:Greenhouse Gases Emissions Verification •Easy to handle during transportation and install as normal framed module IS045001:Occupation Health and Safety Management System _ ( e Trina Solar's DUOMAX Performance Warranty Q.� S 100% 98.0% ■Trina's DUOMAX Warranty vv Evece a 90% � v 85.0% u T 0 na so l a r Years 5 10 15 20 25 30 DUOMAX 1M BIFACIAL DUAL GLASS 252 LAYOUT MODULE DIMENSIONS OF PV MODULE(mm) ELECTRICAL DATA(STC) 35 1016 Peak Power Watts-PHAx(Wp)* 465 470 475 480 485 Power Tolerance-PmAx(W) 0"+5 ii ull Maximum Power Voltage-Vmpp(V) 35.8 35.9 36.0 36.1 36.2 i i ull Maximum Power Current-IHpi,(A) 12.99 13.09 13.19 13.29 13.39 u ull Open Circuit Voltage-Voc(V) 43.0 43.1 43.2 43.3 43.4 Short Circuit Current-Isc(A) 13.58 13.68 13.80 13.92 13.97 I Module Efficiency q m(%) 20.0 20.0 20.2 20.4 20.6 'T-'r�illl STC Irradiance l000W/m2,Cell Temperature 25°C,Air Mass AM1.5. 'Measuring tolerance:±3%. "n Electrical characteristics with different rear side power gain(reference to 485 Wp front) mll Maximum Power-PraAx(Wp) 509 534 558 582 606 mll Maximum Power Voltage-VNpp(V) 36.2 36.2 36.2 36.2 36.2 ulll Maximum Power Current-IMFp(A) 14.06 14.73 15.40 16.07 16.74 Frontview Open Circuit Voltage-Voc(V) 43.4 43.4 43.4 43.4 43.4 Short Circu it Current-Isc(A) 14.67 15.37 16.07 16.76 17.46 35 Pmaxgain 5% 10% 15% 20% 25% Power Bifaciality:70±5%. -14 A Installing Hole ELECTRICAL DATA(NOCT) Maximum Power-PHAx(Wp) 350 354 358 361 365 WIT urw aa�rlo Maximum Power Voltage-Vmpp(V) 33.6 33.7 33.8 33.8 34.1 VITIMF rum Installing Hole Maxi mum Power Current-Inpi,(A) 10.41 10.49 10.59 10.68 10.69 Open Circuit Voltage-Voc(V) 40.5 40.6 40.7 40.8 40.8 ShortCircuitCurrent-Isc(A) 10.94 11.02 11.12 11.22 11.26 NOCT:Irradiance at BOOW/ma,Ambient Temperature 20°C,Wind Speed lm/s. UP TINT IR 'ILL TM TIMF MECHANICAL DATA 6-Grountling Hole lz-orals Hole Solar Cells Monocrystalline PERC Back View Cell Orientation 252 cells(12 x 21) Silicon sealant slllconsealant Module Dimensions 2315 x 1016 x 35 mm(91.14 x 40 x 1.3B inches) u.s tF minatelaminateWeight 30.0 kg(66.1 lb) Front Glass 2.0 mm(O.OB inches),High Transmission,AR Coated Heat Strengthened Glass Frmerame Encapsulant Material POE/EVA 30 20 2.0 min 0.08 inches),Heat Strengthened Glass White Grid Glass A-A B-B Back Glass ( ) g ( ) I-V CURVES OF PV MODULE(460W) Frame 35 mm(1.38 inches)Anodized Aluminium Allay 16.0 J Box IF 68 rated 14.0 10001 Photovoltaic Technology Cable 4.Omm2(0.006 inches2), 12.0 - Cables 10.0 Portrait:N 450 mm/P 450 mm(17.72/17.72 inches) Q 60OW/m' z e.0 Landscape:N 1400/P 1400 mm(55.12/55.12 inches) _ 6.0 Connector 4.0 MC4 EV02/T54 2001 2.0 TEMPERATURE RATINGS MAXIMUM RATINGS 0 30 20 30 40 50 Voltage(V) NOCT(Nominal Operating Cell Temperature) 43°C(±2°C) Operational Temperature 40-+85°C P-V CURVES OF PV MODULE(48OW) Temperature Coefficient of P MAx 0.34%/°C Maximum SystemVoltage 1500V DC(IEC) s00 Temperature Coefficient of V oc -0.25%/°C 1500V DC(UL) 450 400 0oow/m Temperature Coefficient of I sc 0.04%/°C Max Series Fuse Rating 25A 350 300 eoow/m (Do not connect Fuse in Combiner Box with two or more strings in parallel connection) 3 ` 250 600W/m' zoo WARRANTY PACKAGING CONFIGUREATION a 150 12 year Product Workmanship Warranty Modules per box:31 pieces 100 50 30 year Power Warranty Modules per 40'container:589 pieces 0 10 20 30 40 so (Please refer to product warranty for details) Voltage(V) *`Back-side power gain varies depend ing upon the specific project albedo CAUTION:u B it PRODUCT. 0202rAll rights re d.Specfcatonnclludednhisdatahet are subject tochnge without notice. Trina\OI onnmbeTSMDEG 2021 Ntti com 0CPSDatasheet 100/125kW, 1500Vdc String Inverters for North America CPS l CPS SCH100/125KTL-DO/US-600 The 100& 125kW high power CPS three phase string inverters are designed for ground mount applications. The units are high performance,advanced and reliable inverters designed specifically for the North American environment and grid. High efficiency at 99.1% peak and 98.5%CEC,wide operating voltages, broad temperature ranges and a NEMA Type 4X enclosure enable this inverter platform to operate at high performance across many applications. The CPS 100/125kW products ship with the Standard or Centralized Wire-box,each fully integrated and separable with AC and DC disconnect switches. The Standard Wire-box inlcudes touch safe fusing for up to 20 strings. The CPS Flex Gateway enables communication,controls and remote product upgrades. Key Features ■ NFPA 70,NEC 2014 and 2017 compliant ■ NEMA Type 4X outdoor rated,tough tested enclosure ■ Touch safe DC Fuse holders adds convenience and safety ■ Advanced Smart-Grid features(CA Rule 21 certified) ■ CPS Flex Gateway enables remote FW upgrades ■ kVA Headroom yields 100kW @ 0.9PF and 125kW @ 0.95PF ■ Integrated AC&DC disconnect switches ■ Generous 1.87 and 1.5 DC/AC Inverter Load Ratios ■ 1 MPPT with 20 fused inputs for maximum flexibility ■ Separable wire-box design for fast service ■ Copper and Aluminum compatible AC connections ■ Standard 5 year warranty with extensions to 20 years A L) 100/125KTL Standard Wire-box 100/125KTL Centralized Wire-box rMAVONNIL S A a� MO Thipa rt sdl5evicemmplieswithAuIes 1- �� `/`/ afthe FCC C $ ©CHINT POWER SYSTEMS AMERICA 2020/01-MKT NA Chint Power Systems America 6800 Koll Center Parkway,Suite 235 Pleasanton,CA 94566 Tel:855-584-7168 Mail:AmericaSales@chintpower.com Web:www.chintpowersystems.com 0CPS Technical Data Model Name CPS SCH100KTL-DO/US-600 CPS SCH125KTL-DO/US-600 DC Input Max.PV Power 187.5kW Max.DC Input Voltage 1500V Operating DC Input Voltage Range 860-1450Vdc Start-up DC Input Voltage/Power 900V/250W Number of MPP Trackers 1 MPPT Voltage Range' 870-1300Vdc Max.PV Input Current(Isc x1.25) 275A Number of DC Inputs 20 PV source circuits,pos.&neg.fused(Standard Wire-box) 1 PV output circuit,1-2 terminations per pole,non-fused(Centralized Wire-box) DC Disconnection Type Load-rated DC switch DC Surge Protection Type II MOV(with indicator/remote signaling),Up=2.5kV,In=20kA(8/20uS) AC Output Rated AC Output Power 100kW 125kW Max.AC Output Power 100kVA(111 KVA @ PF>0.9) 125kVA(132KVA @ PF>0.95) Rated Output Voltage 600Vac Output Voltage Range 528-660Vac Grid Connection Type 30/PE/N(Neutral optional) Max.AC Output Current @600Vac 96.2/106.8A 120.3/127.2A Rated Output Frequency 60Hz Output Frequency Range3 57-63Hz Power Factor >0.99(f0.8 adjustable) >0.99(f0.8 adjustable) Current THD <3% Max.Fault Current Contribution(1-cycle RMS) 41.47A Max.OCPD Rating 150A 175A AC Disconnection Type Load-rated AC switch AC Surge Protection Type II MOV(with indicator/remote signaling),Up=2.5kV,In=20kA(8/20uS) System Topology Transformerless Max.Efficiency 99.1% CEC Efficiency 98.5% Stand-by/Night Consumption <4W Environment Enclosure Protection Degree NEMA Type 4X Cooling Method Variable speed cooling fans Operating Temperature Range -22°F to+140°F/-30°C to+60°C(derating from+113°F/+45°C) Non-Operating Temperature Ranges -40°F to+158°F/-40°C to+70°C maximum Operating Humidity 0-100% Operating Altitude 8202ft/2500m(no derating) Audible Noise <65dBA@1m and 25°C Display and Communication User Interface and Display LED Indicators,WiFi+APP Inverter Monitoring Modbus RS485 Site Level Monitoring CPS Flex Gateway(1 per 32 inverters) Modbus Data Mapping SunSpec/CPS Remote Diagnostics/FW Upgrade Functions Standard/(with Flex Gateway) Mechanical Dimensions(WxHxD) 45.28x24.25x9.84in(1150x616x250mm)with Standard Wire-box 39.37x24.25x9.84in(1000x616x250mm)with Centralized Wire-box Weight Inverter:121lbs 155kg;Wire-box:55lbs/25kg(Standard Wire-box);33lbs/15kg(Centralized Wire-box) Mounting/Installation Angle 15-90 degrees from horizontal(vertical or angled) M10 Stud Type Terminal Block[30](Wire range:110AWG-500kcmil CU/AL,Lugs not supplied) AC Termination Screw Clamp Terminal Block[N](#12-1/0AWG CU/AL) DC Termination Screw Clamp Fuse Holder(Wire range:#12-#6AWG CU)-Standard Wire-box Busbar,M8 PEMserts(Wire range:#1AWG-250kcmil CU/AL,Lugs not supplied)-Centralized Wire-box Fused String Inputs 15A or 20A fuses provided(Determined by product SKU) Safety Safety and EMC Standard UL1 741-SA-2016,CSA-C22.2 NO.107.1-01,IEEE1547a-2014;FCC PART15 Selectable Grid Standard IEEE 1547a-2014,CA Rule 21,ISO-NE Smart-Grid Features Volt-RideThru,Freq-RideThru,Ramp-Rate,Specified-PF,Volt-VAr,Freq-Watt,Volt-Watt Warranty Standards 5 years Extended Terms 10,15 and 20 years 1)See user manual for further information regarding MPPT Voltage Range when operating at non-unity PF 2)"Max.AC Apparent Power"rating valid within MPPT voltage range and temperature range of-30°C to+40°C(-22°F to+104°F)for 10OKW PF>0.9 and 125KW PF>0.95 3)The"Output Voltage Range"and"Output Frequency Range"may differ according to the specific grid standard. 4)Wye neutral-grounded,Delta may not be corner-grounded. 5)See user manual for further requirements regarding non-operating conditions. 6)5 year warranty effective for units purchased after October 1st,2019. 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BUTTEREPARKLLS ,50 a a3�b"d 6b.21 n5 ',B STATE PARK � 60.2 5 3:15Ac so S n5s C y1"' 1 - 6 24 Tz3 ,' 8 65.25 �'' 23.49 Ac 60.1 $r 0 4 53 Ac 14 m ` 25.56 Ac _..,,,.._ �:, 66 4 ee 0 0P°Y 65.22 H. 15 NOTICE OF DISCLAIMER SPECIAL DISTRICT INFORMATION LEGEND FOR TAX PURPOSES ONLY Ithaca Cary School District Z- Parcel Connector MAP. Darby Fire District Building Footprint(1991-2021) q3,� Parcel Lot Number 1Q NOT TO BE USED FOR CONVEYANCE - \� Cazb/Pavement Line Property Line 3 u Previous Lot Number TOWN OF DANBY All tax maps are ref eacea to the rvew YDrk state Plwe central cooraiDate g�;a,;r6 /V Railroad 7 ��' Property .+a Subdivision Lot Number SCALE: 1"=400' s tem aaa me,9sJ Norm Amer w ,,k S Pro Enes have been " '\ Former Pro a Line TOMPKINS COUNTY,N.Y. ys rig is perry owya°.e°a /� 5.6 Ac Deed/Survey Acreage registered to 1991-92 Tompkins Cowry Digital Planimeme Base Map, ^,,.yea.Th ./ Hydrograplly Current Year Changes /� (wfimpi°nea°nn,ch D Mmill wd,as a result,dimensions and acreages may vary from legal deecriptione. ^ 2.11 Ac C Computed Acreage tL J? u ^�I, eaa Fotcomlete le al aescri pKop- memors a°a omissio°.may�,�.r,:"d wm Special Districts ^ , Block Limit o zoo 0 200 400 p g priors or co aeyaD a,please roeerwtnea mm.a��e��w�m�°,�wanm ,� Pe / y 18.50 AcG Grouped(Total)Acreage does:and wrseya. °°^�r°r°^r°ainaa°„^°,m°y rte°�1 QUm BOa vi Municipality /� External Tax Map = ®Feet pp p euse°meae p p tY / V loos Scaled(Calculated)Acreage MAP REVISED:I-XLY-2021 91 6-Id Military TracUWatkins&Flint Lot Number T Block Number I00d Deed Dimension North MAP-TED:1-.IULY-2021 N RBUT NSF Danby S O L A R FARMS Emergency Response Plan 1.0 INTRODUCTION The purpose of the Emergency Response Plan is to establish responsibility and guidelines for taking action in the event of an emergency occurring at the NSF Danby Site 1, LLC; NSF Danby Site 2, LLC, and NSF Danby Site 3, LLC (Project Site) during operation of the Project. The Emergency Response Plan emphasizes Norbut Solar Farms' dedication to providing a safe and healthy work environment. Norbut Solar Farms employees and Operations and Maintenance (O&M) staff working at the Project Site shall familiarize themselves with the content of this Emergency Response Plan so they can understand and comply with instructions and procedures outlined herein. 1.0 General Responsibilities Norbut Solar Farms is accountable for the safety of employees working under their supervision and are required to enforce the instructions and procedures outlined herein. All on-site personnel must take an active part in protecting themselves, fellow workers, and the general public. They are further required to participate in safety meetings and notify supervisors of any unsafe conditions that may exist at the Project Site. The following is a list of the general responsibilities of on-site personnel. Operations and Safety Managers More than any other employee, Superintendents and Supervisors carry the greatest burden of implementing, maintaining, and enforcing the Emergency Response Plan at the Project Site. Their responsibilities include: ■ Ensure job specific emergency and evacuation procedures are provided at the Project Site. ■ Evaluate workers qualifications and abilities. ■ Ensure that workers have proper clothing and personal protective equipment. ■ Provide all personnel and Norbut Solar Farms vehicles with equipment necessary to respond to first aid, health and safety issues, fire or other emergency needs including equipping Norbut Solar Farms vehicles with fire extinguishers, first aid kits and AED equipment. ■ Provide first aid and ensure employees have access to medical treatment. ■ Conduct safety meetings that emphasize the importance of safety and address specific jobsite safety issues. ■ Plan and anticipate potential hazards of upcoming work. ■ Conduct workplace safety inspections and be alert for possible accident producing conditions. ■ Follow-up to ensure compliance with safety recommendations made by Norbut Solar Farms, ■ Tompkins County, the Local Fire Marshal, the Police Department, and regulatory agencies. ■ Provide training to Local first responders that provides a solar facility functional overview (location, ingress/egress, equipment, site operation), evaluates operation activities and best practices in responding to emergencies at the facility, and reviews operation emergency response plans. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 1 Worker Responsibilities Each and every worker is responsible for the safety of themselves and their fellow workers. In addition to observing safe practices and exercising common sense, worker responsibilities include: ■ Adhere to all instructions and procedures contained herein and established by Supervisors. ■ Be constantly vigilant for unsafe activities or conditions around work activities and make the needed corrections. ■ Set a good example for fellow workers. ■ Consistently deliver work of high quality. ■ Cooperate with Supervisors in preventing accidents. ■ Make safety suggestions and/or report safety concerns to Supervisors. Jobsite Visitors On occasion, Norbut Solar Farms will receive requests from Municipal staff, emergency services, project sponsors, public organizations, or others to visit the Project Site. Jobsite visitors shall undergo site safety orientation prior to entering the Project Site. 1.1 General Guidelines On-site personnel will have to take actions as their judgment dictates based upon the conditions that arise for each emergency. These guidelines are intended to assist them in making timely decisions and taking appropriate actions. On-site personnel shall call for assistance, based on the significance of the emergency. All work-related injuries/illnesses MUST be reported IMMEDIATELY to Norbut Solar Farms. ■ If the emergency requires external emergency responders to arrive on the Project Site, the initial responder must coordinate the response. For emergencies of a significant nature, such as fire or ambulance for major medical emergency, the initial responder shall call 911, and then use the Calling Tree. ■ Subcontractor Management are responsible for getting injured parties to the hospital and emergency treatment at the nearest heath care facilities in the most efficient manner possible based on perceived injuries,using ambulance,paramedic units, or Air Evacuation as needed. ■ For all first aid medical incidents, use the Calling Tree to notify Site Response Personnel to help provide support. For non-emergency situations like a minor injury, the initial responder shall use the Calling Tree. ■ Subcontractor Safety Personnel shall accompany the injured party and use the local occupational medical clinic or hospital nearest the Project Site. ■ Subcontractors must establish their own First Aid stations. They shall be made available to their workforce and provided in each trailer and in all trucks on the Project Site. Alarm Descriptions Emergency Description Medical 1 air horn blast with simultaneous cell phone notification Fire 2 air horn blasts with simultaneous cell phone notification Evacuation 3 air horn blasts with simultaneous cell phone notification Seek Shelter 4 air horn blasts with simultaneous cell phone notification 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 2 2.0 MEDICAL EMERGENCY 2.1 Serious Injury The following procedures apply for serious medical injuries such as loss of consciousness, heart attack, bone fractures, neck trauma, or severe burns. 1. One (1) air horn blast with simultaneous cell phone notification. 2. Broadcast"May-Day, May-Day" on radio. 3. Notify Operations and/or Safety Managers. 4. If life threatening, call 9-1-1. 5. Provide name, exact location, number of injured persons, and brief description of incident 6. On-site personnel to meet EMS responders at site entrance and direct them to location of incident. 7. Do not leave or move the injured unless directed to by Safety Managers or EMS responders. 8. Administer first aid if necessary. 9. Document incident and keep on file. 2.2 Minor Injury The following procedures apply for minor medical injuries. 1. One (1) air horn blast with simultaneous cell phone notification. 2. Initiate first aid if necessary. 3. Notify Operations and/or Safety Managers. 4. Call 9-1-1 if necessary. 5. Arrange for visit to medical facility as needed. 2.3 Attending an Incident When attending an incident, the following procedures apply: 1. Clear a path to the injured person for Operations and/or Safety Managers and assign personnel to assist with signaling EMS responders to the location of the incident. 2. Identify location of Project Site entrance nearest to the incident and notify EMS responders. 3. Operations and/or Safety Managers shall meet EMS responders at site entrance. 4. Direct and accompany EMS responders to location of incident. 5. Follow all directions of EMS responders 6. Contact management staff of Norbut Solar Farms and/or subcontractors. 7. Document incident and keep on file. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 3 2.4 Medical Facilities The nearest medical facilities to the Project Site are: WellNow Urgent Care (9.8 miles) Cayuga Medical Center (12.7 miles) 740 S Meadow Street 2333 N Triphammer Rd# 302 Ithaca,NY 14850 Ithaca,NY 14850 Phone: 607-319-4563 Phone: 607-257-1126 Directions Directions Head east toward NY-96B S Danby Town Hall Continue on NY-96B N/Danby Rd to South Hill 1830 Danby Rd, Ithaca, NY 14850 11 min(7.2 mi) Head east toward NY-96B S Take Stone Quarry Rd to S Meadow St in Ithaca Turn right onto NY-96B S 5 min(2.4 mi) 2 min (1.1 mi) Turn right onto S Meadow St Continue on Steam Mill Rd. Take Nelson Rd, 22 s (433 ft) Updike Rd and Burns Rd to NY-79 W/Slaterville Drive to your destination Rd in Ithaca 1 min(0.1 mi) 11 min (5.8 mi) Follow NY-79 W/Slaterville Rd and Pine Tree Rd to Judd Falls Rd 5 min (2.5 mi) Follow Judd Falls Rd and Pleasant Grove Rd to Hanshaw Rd in Cayuga Heights 5 min (1.9 mi) Drive from N Triphammer Rd to Lansing 3 min (1.2 mi) Drive to your destination 38 s (443 ft) 3.0 HAZARDOUS MATERIAL SPILL The hazardous materials that may be on the Project Site during operations include those usually associated with the operation and maintenance of vehicles and machinery, including diesel fuel, gasoline, hydraulic fluid, brake fluid, antifreeze, and lubricants. Other materials considered hazardous are chemicals used in portable toilets and the associated human waste. In the unlikely event of a hazardous materials spill into a Resource Protection Area (RPA), wetland, or stream, Local EMS and the Zoning Department shall be notified immediately. 3.1 Spill Prevention The best defense against hazardous material spills is prevention. The following measures shall be implemented at the Project Site for spill prevention: ■ All on-site personnel shall be trained to maintain and inspect their vehicles and equipment. ■ All machinery found to be a potential source of a future spill shall be removed from the Project Site and repaired. Vehicles with chronic or continuous leaks must be removed from the Project Site and repaired before returning to operations. No leaking of any material from equipment or vehicles will be tolerated on the Project Site. ■ On-site personnel shall make every effort to ensure compliance prior to an incident. On- site personnel are solely responsible for any spills of hazardous materials and the subsequent cleanup, disposal of waste, and restoration of any contaminated areas. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 4 ■ Restrictions will be placed on all equipment refueling, servicing, and maintenance supplies and activities. All maintenance materials, oils, grease, lubricants, antifreeze, etc. shall be stored off-site. If they are required during field operations, they shall be placed in a designated area away from site activities and in an approved storage container. ■ No refueling, storage, servicing, or maintenance of equipment shall take place within 100 feet of a drainage or sensitive environmental resources to reduce the potential of contamination by spills. ■ No refueling or servicing shall be done without absorbent material or drip pans properly placed to contain spilled fuel. ■ Any fluids drained from the machinery during servicing shall be collected in leak-proof containers and taken to an appropriate disposal or recycling facility. If these activities result in damage or accumulation of product on the soil, it must be disposed of as hazardous waste. ■ Under no circumstances shall contaminated soil be added to a spoils pile and transported to a regular disposal site. ■ During operations, all vehicles and equipment required on-site shall be parked or stored at least 100 feet away from rivers, streams, wetlands, known archaeological sites, and any other sensitive resource areas. All wash down activities must be accomplished away from sensitive environmental resources. 3.2 Spill Containment Equipment The following equipment shall be at the Project Site with each construction crew in the event a spill occurs. 1. Emergency Spill Kit that includes at a minimum: a. Sorbent socks e. Sorbent drip pillow h. Hazardous labels b. Disposal bags and ties f. Sorbent pads, 18"x 18" i. Bag of Lite-Dri Absorbent c. Safety glasses g. Sorbent spill pillows, (or equal) d. Rubber gloves 24"x 18" j. Shovel and broom 2. Absorbent Pads - These pads (18" x 18") are 100% polypropylene fabrics that absorb 11 times their weight in liquids. Pads absorb 10 gallons of liquid per bale of 100 pads. 3. Absorbent Skimmers Booms - Skimmers will float indefinitely before or after saturation with oils. Skimmers are made of 100% meltdown polypropylene fill that repels water. They absorb ten times their weight and can be used in lakes, streams, or on the ground. Each skimmer has a harness kit attached that is made of yellow polypropylene rope with grommets that are used to connect skimmers. Each boom is 8-feet x 10-feet. 4. 55-gallon clean drums, lined with polypropylene material (over pack). The drum can be used to store spill response materials until needed. When a spill occurs, all soiled pads, pillows, skimmers, contaminated soil, etc. shall be placed in the drum for disposal after the cleanup is accomplished. It is the Norbut Solar Farms responsibility to make sure these materials are on-site at all times and personnel are trained in their use and disposal prior to spill response. 3.3 Spill Response Procedures A formal notification process shall be initiated when a spill or potential spill is first observed. Immediate actions are necessary. The first individual who discovers a spill (spill observer) will be responsible for initiating notification and response procedures. All personnel responsible for responding to spills must have completed training in recognition and response to spills of hazardous materials. Norbut Solar Farms is responsible for providing spill recognition and response training for all Norbut Solar Farms project personnel. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 5 Spill Observer The first person to witness the spill shall follow these procedures: 1. Make an assessment of the incident as observed. 2. If the incident can be safely controlled, take steps to do so (e.g., turn off source of spill). 3. Notify Norbut Solar Farms Management Team and provide as much information as possible. 4. Begin to fill out Spill Notification Checklist Norbut Solar Farms Operations and/or Safety Management Operations and/or Safety Managers shall follow these procedures in the event of a spill: 1. Notify Supervisors 2. Make sure all personnel are removed from the spill area. 3. Take immediate actions to minimize any threat to public safety(verify the spill area has been cordoned off). 4. Secure the source of the spill, if safely possible to do so. 5. Maintain close observation of the spill. 3.4 Vehicle and Machinery Spills Incidents of loss of a petroleum product from equipment or vehicles shall be considered a spill. After the spill has been flagged to warn people to stay away, the volume and extent of the spill estimated, and initial notification procedures accomplished, the spill must be confined. Do not handle materials without wearing protective clothing. Generally, follow the procedures listed below: 1. When the spill is discovered begin making notations on the Spill Notification Checklist. 2. Determine if the Spill Team Response is needed to complete cleanup. a. If the answer is NO, submit incident reports to Operations and/or Safety Managers b. If the answer is YES, go to step 3. 3. Activate the local spill response team. 4. Determine if additional cleanup contractors are necessary for a major incident. a. If the answer is NO and the incident is determined to be a minor spill, conduct internal cleanup, review and evaluate the cleanup, determine if the cleanup is beyond the local response team ability or equipment; if the answer is NO, complete the cleanup, restore the damaged areas, properly dispose of all waste, and submit incident reports to Operations and/or Safety Managers. If during cleanup, the incident is determined to be beyond the abilities of the local response team, hire additional contractors to help with the cleanup. b. If the answer is YES, hire additional contractors to help with the cleanup. 5. Arrange for proper testing and disposal of all waste if substance is unknown. 6. Closely monitor all cleanup activities. 7. Ensure proper disposal of absorbent materials, containers, and soils, as required. 8. Complete the cleanup and restore damaged areas. 9. Submit incident reports to Operations and/or Safety Managers. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 6 Cleanup may range from very simple removal of minor spills, to installation of skimmers around large spills or between sensitive areas and spills for longer, prolonged cleanups. Cleanups can be on pavement or on soil surfaces. On-site personnel shall be trained in the proper use of the cleanup materials. All spills on pavement shall be thoroughly removed with absorbent socks, pillows, or pads and Lite-Dri (or equal) granules. After absorption, the granules shall also be removed. All materials used in cleanup, shall then become hazardous waste. Place all materials in a 55-gallon lined drum, seal it, and label the contents. The drum must then be sent to a designated disposal site. A chain of custody form must accompany the drum (provided by Disposal Company). It is strongly recommended that all contractors determine a disposal site in advance of a spill incident. All spills on soil require the same treatment as on pavement, with the exception that contaminated soil is also part of the generated hazardous waste and must be handled as such and removed from the site. 3.5 Chemical Toilet Spill Chemical toilets are self-contained and pose little threat to the construction site. Chemicals used in portable toilets are biodegradable and generally non-toxic to humans. However, they can pose a danger to wildlife and sensitive habitats by virtue of heavy concentration of chemical and human waste. They shall be pumped out at least one time per week. Toilets shall never be placed in or near an environmentally sensitive area. In the unlikely event that a portable toilet spills during transport or relocation, the same procedures for other hazardous material spills shall be used. Disposal of absorbent materials shall be handled the same as other spills, with proper disposal by the toilet supply company. 3.6 Reporting of Major Spills Upon recognition of a major spill, notification is critical to immediate response. The first notification shall be given to the nearest Operations and/or Safety Managers so that appropriate spill response can begin immediately. After initial spill response has begun, notification and reporting to agency personnel shall occur. The following procedures should be followed when reporting major spills: I. Never include information that has not been verified. 2. Never speculate as to the cause of the incident or make any acknowledgment of liability. 3. Do not delay reporting because of incomplete information. 4. Notify persons/agencies and document notification and the content of the message. 5. For spills of federal reportable quantities, in conformance with the requirements in 40 CFR parts 110,119, and 302, O&M staff shall notify the National Response Center at(800) 424- 8802. 6. Complete the Spill Notification Checklist as information is confirmed. Other agencies which may need to be consulted include, but are not limited to, the Local Fire Department, Public Works Department, Highway Patrol, Local Police Department, Department of Toxic Substances, OSHA, RWQCB, DEQ, and or DGIF. 3.7 Disposal of Waste Following the cleanup of a spill, the waste, absorbent materials, protective clothing, and any soil that has been contaminated must be removed to a designated hazardous waste disposal area. All contaminated materials shall be sealed in 55-gallon drums and labeled with the contents. If the contaminant is unknown, a sample of the material must be collected and analyzed before disposal. A permit or approval in writing must be obtained prior to disposal of the drum. A copy of the permit and a chain-of-custody form (obtained from the disposal contractor or testing laboratory) must accompany the material and copies must be attached to the Spill Notification Checklist submitted to Operations and/or Safety Managers. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 7 It is advisable for contractors to establish a relationship with a disposal facility before an incident occurs. Local landfills may be able to receive some petroleum products. However, it is up to the contractor to perform sampling, testing, and coordination with landfills or a disposal company. Transporting hazardous waste is regulated by federal and state agencies under the Resource Conservation and Recovery Act (RCRA) and other statutes. The contractor is responsible for the proper disposal of all waste and understanding the responsibilities under federal and state statutes. 3.8 Final Reporting Spill incidents that require cleanup must be reported on the Spill Notification Checklist. Notification must begin as soon as the incident occurs. The checklist shall be submitted to Operations and/or Safety Managers as soon as it is complete. Forms must be submitted no longer than five days after an incident is closed. A copy of the permit or disposal approval and the chain- of custody for the disposal must be attached to the Spill Notification Checklist. The forms shall be reviewed and filed in the contractor's file.No exceptions will be tolerated. If a situation arises involving an unknown hazardous material, the Spill Notification Checklist can be used to report the incident. This incident may require a very different approach to removing the hazard and the contractor may be required to remove the material. The incident must still be reported by the contractor. 3.9 Follow-Up Investigation A critique following a spill response is beneficial to evaluate the actions taken or omitted. Recommendations and suggested modifications will be made to prepare for the possibility of future spills. 3.10 Spill Notification Checklist Spill Notification Checklists shall be provided at all construction trailers. At a minimum, the Spill Notification Checklists shall require the following information: ■ Date ■ Source of Spill (vehicle, machine, etc.) ■ Time ■ Describe initial containment procedures ■ Location ■ Weather conditions ■ Description of Spill (color, length, width, type) ■ Note if spill reached any body of water ■ Type of Product ■ Individuals notified of spill (include name, ■ Estimated Quantity company, date, time, and response) 4.0 NATURAL DISASTERS The Operations and/or Safety Managers will be monitoring weather daily via met stations located at the Project Site. 4.1 Flooding and Flash Floods Flash flooding is a result of heavy localized rainfall such as that from slow moving, intense thunderstorms. Flash floods often result from small creeks and streams overflowing during heavy rainfall. These floods often become raging torrents of water which rip through river beds, or canyons, sweeping everything with them. Flash flooding can occur within 30-minutes and within six hours of a heavy rain event. In hilly terrain, flash floods can strike with little or no advance warning. Distant rain may be channeled into gullies and ravines causing flash flooding in minutes. In the event of a flash flood, the following procedures shall apply. 1. During periods of thunderstorms, always remain alert to heavy rains in your immediate area or upstream from your location. It does not have to be raining at your location for flash flooding to occur. 2. Do not drive through flooded areas. Even if it looks shallow enough to cross. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 8 3. Do not cross flowing streams on foot where water is above your ankles. 4. Be especially cautious at night. It is harder to recognize water danger then. 5. Do not attempt to outrace a flood on foot. If you see or hear it coming, move to higher ground immediately. 6. Be familiar with the land features where you work. It may be in a low area, near a drainage ditch, or small stream. 7. Stay tuned to weather forecasts and updates for the latest statements, watches, and warnings concerning heavy rain and flash flooding in the Project Area. 8. Waiting 15 to 30 minutes, or until high water recedes, is a simple safety measure. 4.2 Tornado Upon the issuance of a tornado warning, O&M staff will evacuate the Project Site and report to the predesignated shelter area, to be determined prior to O&M staff arrival. In the event O&M staff are outside and unable to evacuate to the shelter, the following procedure will be followed: Lie flat in a nearby ditch or depression, covering the head with the hands. Be aware of the potential for flooding 1. O&M staff are safest in a low, flat location and will be instructed to not get under an overpass or bridge. 2. O&M staff will be instructed to never try to outrun a tornado in congested areas in a vehicle. It is safest to leave the vehicle for safe shelter. 3. O&M Staff are instructed to beware of flying debris. Following tornado or high wind events, the site facility will be evaluated by O&M personnel for damage. All repairs will be performed under standard operational procedures. 4.3 High Wind Event In the event of a high wind advisory, all land clearing, grading, earth moving, excavation and burning activities shall cease during periods when: ■ Winds are greater than 25 mph (averaged over one hour); ■ Disturbed material is easily windblown; or ■ Dust plumes of greater than 20% or greater opacity impact public roads, occupied structures, or neighboring properties. Refer to the following table for procedures during varying wind speeds: Wind Speed(averaged Action over one hour) 0— 15 mph Normal Work > 15 mph Warning 25 mph 1. Civil/Mechanical work causing dust at property lines is stopped 2. Increase dust control measures 3. Increase personal protection equipment(e.g., goggles instead of standard safety glasses) 30 mph 1. Panel installation is stopped 2. Aerial lift activities are stopped mph 1. All construction and maintenance activities are stopped 2. Crews evacuate from the Project Site 40 mph 1. Operational solar panels will automatically stow into the wind. Solar panels are controlled by on-site controllers and wind sensors, and Norbut Solar Farms. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 9 4.4 Lighting Storm In the event a lightning storm is within 10-30 miles and approaching the Project Site, the following procedures shall apply. 1. Notify Operations and/or Safety Manager, and all on-site employees. 2. Stop work safely and head to staging and laydown yards in vehicles. 3. Remain at staging and laydown yards, get update on weather conditions. 4. If storm/lighting is still approaching the Project Site, get in and stay in company or personal vehicles that have rubber tires only. 5. If safe enough to do so, take cover in on-site designated shelters. 6. Once storm passes, remain in cars/trucks for at least 30 minutes depending on passing storm severity, and wait for an "OK" from Construction Supervisors or Safety Managers in charge of monitoring the storm 5.0 FIRE PREVENTION PLAN 5.1 Purpose and Need of Fire Prevention Plan The purpose of this Fire Prevention Plan(FPP) is to: ■ Eliminate the potential risks and/or causes of fires ■ Prevent loss of life and property by fire ■ Educate employees to promote a safe environment ■ Be prepared should a fire occur ■ Outline a procedure to follow for the safety of the individuals at the Project Site at the time of the occurrence ■ Identify risk factors and hazards ■ Set up proper storage procedures, training, and identification of personnel responsible for maintaining and servicing the equipment and systems at the Project Site that are used to prevent and/or control a fire. 5.2 Responsibilities and Procedures Safety is everyone's responsibility at the Project Site. All O&M staff working at the Project Site are to be trained and should know how to prevent and respond to a fire emergency. All on-site staff shall: ■ Complete an on-site training program identifying the fire risks at the Project Site ■ Understand the protocol and follow emergency procedures should an event occur ■ Review and report potential fire hazards to the Operations and/or Safety Managers 5.3 Conditions Associated with PV Solar Arrays While the PV panels that will be installed for the Project are not flammable, PV solar arrays present a unique challenge for fire fighters. Unlike a typical electrical or gas utility, a PV array does not have a single point of disconnect. Whereas there are disconnects that will de-energize select parts of the system. As long as the PV panels are illuminated, the individual strings of PV panels are energized and capable of producing up to 1,500 volts. This is not just limited to PV panels being illuminated by the sun; illumination by artificial light sources, such as fire department lights, or the light for the fire itself are capable of producing electrical power sufficient to cause a lock-on hazard. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 10 Below is a summary of hazards associated with firefighting activities in PV solar arrays: ■ Shock hazard due to the presence of water and PV power during suppression activities o Outdoor related electrical enclosures may not resist water intrusion from the high-pressure stream of a fire hose o PV panels damaged in the fire may not resist water intrusion o Damaged conductors may not resist water intrusion ■ Shock hazard due to direct contact with energized components o No means of complete electrical disconnect Due to the hazards described above, it is not typical to practice fire suppression by means of water inundation within PV solar arrays. 5.4 Types of Fires and Procedures In the event of a fire at the Project Site, the general procedure is as follows: ■ Person discovering the fire shall immediately dispatch to the Operations and/or Safety Managers. ■ Attempt to extinguish the fire if safe and possible to do so. ■ DO NOT attempt to extinguish fire near electrical equipment(e.g., PV solar arrays or inverters) with water or other chemicals as an electric shock or arc could occur. ■ Call 9-1-1 and report the following: o "I am reporting a fire at NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3, LLC." o Provide address and exact Project Site entrance. o Provide location(ex: The fire is at Block H1) o Injuries if any and need for ambulance. ■ A designated O&M employee shall meet fire fighters at the Project Site entrance and direct them to the location of the fire. ■ Prepare a summary of the incident as soon as possible and no later than 24 hours after the incident. 5.4.1 Small Stage Fires Fires that are in the beginning stage and can be controlled with a fire extinguisher. An example would be a small trash can fire. In the event of a small stage fire at the Project Site: ■ The person discovering the fire should immediately dispatch to the Operations and/or Safety Managers and O&M staff. ■ Call 9-1-1 and report the following: o "I am reporting a fire at the NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3, LLC." o Provide address and exact Project Site entrance. o Provide location(ex: The fire is at Block H1) o Injuries if any and need for ambulance. ■ All non-essential personnel should be removed from the hazard area. ■ All on-site vehicles are required to carry fire extinguishers. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com Page 11 ■ Fire extinguishment with a fire extinguisher or other means should be attempted if the person has been trained in the use of fire extinguishers and can do so without placing themselves in danger. ■ The Operations and/or Safety Managers shall respond to the scene and determine if external resources or an evacuation is necessary. In the event of an evacuation, Operations and/or Safety Managers will recruit/dispatch employees to assist with the evacuation and, have the Operations and/or Safety Managers issue the following statement over the radio: "Attention, there is a fire emergency at (location name). Please evacuate (the affected area) and report to (designated meeting area)." ■ At this point, O&M staff in the affected area will stop work immediately, take steps to safely shut down equipment, exit the evacuation area, and report to the designated meeting area. ■ The Operations and/or Safety Managers will then take steps to ensure that no employee re- enters the evacuated area until the Fire Department arrives and assumes command. ■ The Operations and/or Safety Managers will issue an"All Clear" only when the Fire Department informs them that it is safe to do so. 5.4.2 Large Stage Fires In the event of a large stage fire at the Project Site: ■ The person discovering the fire should immediately contact the Operations and/or Safety Managers. The Safety Manager shall call 9-1-1 to report the fire. ■ Call 9-1-1 and report the following: o "I am reporting a fire at NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3, LLC." o Provide address and exact Project Site entrance. o Provide location(ex: The fire is at Block H1) o Injuries if any and need for ambulance. ■ O&M staff should be removed from the immediate danger area in anticipation of an evacuation. ■ The Operations and/or Safety Managers shall respond to the scene and ensure that the fire department has been dispatched. Local Fire, Rescue and Emergency Management will be responding to 9-1-1 calls during operations. They will then determine evacuation needs, recruit/dispatch employees to assist with the evacuation and, have the Operations and/or Safety Managers issue the following statement over the radio: "Attention, there is a fire emergency at (location name). Please evacuate (the affected area) and report to (designated meeting area). ■ At this point, O&M staff in the affected area shall stop work immediately, take steps to safely shut down equipment, exit the evacuation area, and report to the designated meeting area. ■ In this scenario, fire extinguishers are to be used for escape purposes only. ■ The Operations and/or Safety Managers will take the necessary steps to ensure that no O&M staff re- enters the evacuated area until the Fire Department arrives and assumes command. ■ No employee is required or permitted to place themselves in harm's way in order to facilitate extinguishment, evacuation, or rescue. All rescue operations will be performed by trained professionals upon their arrival. ■ The Operations and/or Safety Managers will issue an "All Clear" only when the Fire Department informs them that it is safe to do so. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 12 5.4.3 Vegetation Fires Most likely to be caused by a spark from a nearby piece of equipment or flying ember from off- site. While combustible materials (e.g., mulch and low-lying vegetation) will be managed at the Project Site by Norbut Solar Farms O&M staff, ignition of the ground cover could result in a fast moving, but lower intensity fire that burns in a patchy manner beneath the PV solar arrays. Vegetation fires would be relatively short in duration as vegetative fuels are consumed rapidly. There would not be a sustained source of heat and or flame as there would be with surrounding wildfires. In the event of a vegetation fire near the PV solar arrays, the following procedures apply: ■ Person discovering the fire shall immediately dispatch to the Operations and/or Safety Managers. ■ DO NOT attempt to extinguish fire near electrical equipment with water or other chemicals as an electric shock or arc could occur. ■ If possible, safely attempt to shut down power at the inverter using the DC disconnect. ■ Let the fire burn vegetation and self-extinguish. ■ If the fire continues away from the PV solar arrays or inverters, attempt to extinguish flames. ■ Call 9-1-1 and report the following: o "I am reporting a fire at NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3, LLC." o Provide address and exact Project Site entrance. o Provide location (ex: The fire is at Block H1) o Injuries if any and need for ambulance. ■ A designated O&M employee shall meet fire fighters at the Project Site entrance and direct them to the location of the fire. 5.4.4 Inverter Fires In the event of an inverter fire at the Project Site: ■ Person discovering the fire shall immediately dispatch to the Operations and/or Safety Managers. ■ Immediately contact Norbut Solar Farms to notify them of the fire and instruct them to open the circuit with the inverter in it to isolate it from the grid. ■ DO NOT attempt to extinguish fire near electrical equipment with water or other chemicals as an electric shock or arc could occur. ■ Call 9-1-1 and report the following: o "I am reporting a fire at the NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3, LLC." o Provide address and exact Project Site entrance. o Provide location (ex: The fire is at Block H1) o Injuries if any and need for ambulance. ■ A designated O&M employee shall meet fire fighters at the Project Site entrance and direct them to the location of the fire. ■ If possible, O&M staff shall safely attempt to shut down power at the inverter using the DC disconnect. ■ O&M staff protect surrounding areas from flying embers with fire extinguishers. ■ Provide Safety Data Sheets (SDS) for the skid if needed. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 13 5.5Fire Department Access Access for Local Fire, Rescue, and Emergency Management will be provided at all Project Site entrances punch code key boxes. If a fire occurs while Norbut Solar Farms O&M staff are present at the Project Site, the O&M staff shall provide emergency dispatchers with the exact address and location of the nearest site access point and meet fire fighters at the entrance to escort them to the fire. Internal site access roads will consist of compacted dirt roads. These access roads will provide direct access to each of the Project's inverters and transformers. 20'ROAD ACCESS DRNE 15"CRUSHED GRADE TO DRAIN 10' 10' AGGREGATE(TYP) NATURAL GRADE t2R SLOPE COMPACTED SUBGRADE (SEE NOTE 3&a) GEOTENTILE FABRIC MIRAFI 50OX NOTES: 1. TOP OF DRIVE SHALL BE DESIGNED AND PLACED TO MATCH THE ELEVATION OF THE EXISTING GRADE AS SHOWN. 2. LIMITS OF GR055 SLOPES SHALL BE: 0%—2%n1 FOR ACCESS O OURNG CONSTRUCTION 2%—4%MAX FOR ACCESS DRIVE AFTER CONSTRUCTION 3. THE PREPARED SUBGRADE SURFACE IS TO BE VISUALLY OBSERVED.AND ALL DELETERIOUS MATERIALS AND ORGANIC MATTER. ARE TO BE EXCAVATED AND REMOVED.THE EXPOSED SUBGRADE SURFACE IS TO BE COMPACTED AND BE PROOF—ROLLED UNDER THE OBSERVATION OF A OUALIFIED GEOIECHNICAL ENGINEER, 4. PER NY'AG R MARKETS CUIDEUNES.EXCAVATED TOPSOIL SHALL BE DISTRIBUTED ALONG EITHER SIDE OF THE ACCESS ROAR AND VEGETATED_ THE SOIL SHALL BE TAPERED TO THE EXISTING OWE AND NOT IMPEDE NATURAL DRAINAGE PATTERNS_ 5. IF THE PROOF ROLLING EVALUATION INDICATES ANY OF THE EXISTING SUBGRAVES ARE FOUND TO BE IN A LODEE/SOFT/WET. OR UNSTABLE CONDITION.BASE STABILIZATION COULD BE PROVIDED BENEATH THE ACCESS DRIVE EMBANKMENT FILL AREAS OR POOR SUBGRADE CONDITIONS TO HELP STIFFEN,STABILIZE AND IMPROVE THE SUBGRADE CONDITION5 FOR THE ACCESS DRIVE FILL PLACEMENT AND COMPACTICN.THE BASE STABILIZATION SHALL INCLUDE THE PLACEMENT OF A STABILISATION/SEPAPARON CE07EXMLE FABRIC OVER THE EXPOSED SuBGRADES,FOLLOWING SITE STRIPPING.FOLLOI BY PLACEMENT OF APPROXIMATELY 2 FEET TO 3 FEET OF A COMPACTED OVERSIZED STRUCTURAL GRANULAR FILL MATERIAL(I.E. WELL GRADED COARSE TO FINE'SHOT ROCK'OR COARSER CRUSHER RUN STONE WITH A MAXIMUM PARTICLE 51ZE OF 3S—INCHES)OVER THE STABILIZATION GEOTEXTILE,THE OVERSIZED STRUCTURAL GRANULAR FILL MATERIAL SHALL RE FULLY ENCAPSULATE WITH THE GEOTEXTAE FABRIC.A LAYER OF BI—AXIAL GEOGRLD(I.E.TENSAR 8X-110O OR SUITABLE EQUIVALENT)MAY BE INCORPORATED OVER THE STABILIZATION GEOTEKTILE TO FURTHER REINFORCE THE BASE STPBIUZATION LAYER,IF DEEMED NECESSARY BY THE GEOTFCHNICAL ENGINEER, Access to all areas of the Project Site are provided via access aisles. Access aisles are the cleared areas located between individual rows of the PV solar arrays. Access aisles consists of unimproved native material and are not suitable for all emergency services vehicles. However, access aisles do provide emergency responders with access routes to all areas of the Project Site via walking from a nearby access road or by use of 4x4 vehicles. 5.6Minimizing Fire Risks Norbut Solar Farms O&M staff shall be responsible for implementing the following preventative measures for Class A, B, and C combustibles: Class A Combustibles—Consist of common material (wood,paper, cloth, rubber, and plastic) that can act as fuel and are found on most work sites. o Dispose of waste daily. o Use trash receptacles with covers. o Keep work areas clean and free of combustible materials. o Store materials in the proper storage containers. o Conduct periodic checks of the Project Site to make sure combustibles are being handled correctly. o Water and multi-purpose dry chemicals (ABC) are approved fire extinguishing agents for Class A Combustibles. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 14 Class B Combustibles—Consist of flammable and combustible liquids (oil, grease, tar, oil-based paints and lacquers), flammable gases, and flammable aerosols. o Only use approved pumps (with suction from the top) to dispense liquids from tanks, drums, barrels, or similar containers (or use approved self-closing valves or faucets). o Do not dispense Class B flammable liquids into a container unless the nozzle and container are electrically interconnected by contact or bonding wire. Either the tank or container must be grounded. o Store, handle, and use Class B combustibles only in approved locations where vapors are prevented from reaching ignition sources such as heating or electric equipment, open flames, or mechanical or electric sparks. o Do not use a flammable liquid as a cleaning agent inside a building (the only exception is in a closed machine approved for cleaning with flammable liquids). o Do not use, handle, or store Class B combustibles near exits, stairs, or any other areas normally used as exits. o Do not weld, cut, grind, or use unsafe electrical appliances or equipment near Class B combustibles. o Do not generate heat, allow an open flame, or smoke near Class B combustibles. o Know the location of and how to use the nearest portable fire extinguisher rated for Class B fire. o Water should not be used to extinguish Class B fires caused by flammable liquids, as it can cause the burning liquid to spread, making the fire worse. To extinguish a fire caused by flammable liquids, exclude the air around the burning liquid. o Carbon dioxide and multi-purpose dry chemicals (ABC) are approved fire extinguishing agents for Class B Combustibles. Class C Combustibles—Consist of energized electrical equipment. o ALWAYS de-energize the circuit supplying the fire, and then use a non- conductive extinguishing agent such as carbon dioxide or multi-purpose dry chemicals (ABC). o DO NOT use water, form, or other conductive agents when fighting Class C Combustibles. o Once the electricity is shut down to the equipment involved, the fire generally becomes a standard combustible fire. o Use only appropriately rated fuses per manufacture's specifications. o Check all electrical equipment to ensure it is properly grounded and insulated. o Ensure adequate spacing while performing maintenance. o Check wiring to ensure no damage to cables or connections. 5.7Employee Training and Education Fire procedures are to be posted at the Project Site on a bulletin board along with the OSHA compliance postings, first aid, and site-specific project information. The bulletin board is to be located at the O&M Building located on-site. O&M staff shall be trained in the practices of the FPP relevant to their duties. O&M staff shall be trained and equipped to extinguish small fires to prevent them from growing into more serious threats. Confirm all O&M staff understand the function and elements of the FPP, including potential emergencies, reporting procedures, evacuation plans, and shutdown procedures. Review any special hazards that might occur at the Project Site, such as flammable materials, fuel storage, toxic chemicals, and water reactive substances. Fire safety training will occur during the site safety training. O&M staff are required to undergo training prior to starting work. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 15 Training shall include: ■ Employee roles and responsibilities. ■ Recognition of potential fire hazards. ■ Alarm system and evacuation routes. ■ Location and operation of manually operated equipment (fire extinguishers). ■ Emergency response procedures. ■ Emergency shutdown procedures. ■ Information regarding specific materials to which employees may be exposed. ■ Review OSHA requirements contained in 29 CFR 19010.38, Emergency Action Plans. ■ Review OSHA requirements contained in 29 CFR 1910.39, Fire Prevention Plans. ■ The location of the company FPP and how it can be accessed. ■ Good fire-prevention housekeeping practices and equipment maintenance. The Operations and/or Safety Managers are responsible for fire safety training. Written documentation of the training received by each employee must be maintained. 5.8 Site Maintenance and Housekeeping ■ Fire extinguishers shall be inspected monthly. ■ Fire extinguishers shall not be obstructed and should be in conspicuous locations. ■ Combustible material shall not be stored in mechanical rooms, electrical equipment rooms, or the SCADA buildings. ■ Outside dumpsters shall be kept at least five (5) feet away from combustible materials and the lid should be kept closed. ■ Storage is not allowed in electrical equipment rooms, or near electrical panels. ■ Electrical panel openings must be covered. ■ Power strips must be plugged directly into an outlet and not daisy-chained and should be for temporary use only. ■ Extension cords and flexible cords should not be substituted for permanent. 5.9Equipment Fire Safety ■ All internal combustion engines, both stationary and mobile, shall be equipped with spark arresters. Spark arresters shall be in good working order. ■ Light trucks and cars with factory-installed (type) mufflers shall be used only on roads where the roadway is cleared of vegetation. These vehicle types shall maintain their factory-installed (type) mufflers in good condition. ■ Equipment parking areas and small stationary engine sites shall be cleared of all extraneous flammable materials. ■ The project proponent shall make an effort to restrict the use of chainsaws, chippers, vegetation masticators, grinders, drill rigs, tractors, torches, and explosives to periods outside of the official fire season. When the above tools are used, water tanks equipped with hoses, fire rakes, and axes shall be easily accessible to personnel. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 16 6.0 HEAT ILLNESS PREVENTION PLAN These procedures provide steps applicable to most outdoor work settings and are essential to reducing the incidence of heat related illnesses. In working environments with a higher risk for heat illness (e.g., during a heat wave, hot summer months exceeding 95 degrees Fahrenheit, or other severe working or environmental conditions), it is Norbut Solar Farms duty to exercise greater caution and ensure these procedures are implemented, including additional protective measures beyond what is listed in this document, as needed to protect employees affected by high heat conditions. When the temperature exceeds 95 degrees, high heat procedures begin, the Operations and/or Safety Managers will hold short tailgate meetings to review the weather report, reinforce heat illness prevention with all workers and provide reminders to drink water frequently, to be on the lookout for signs and symptoms of heat illness, and inform them that shade can be made available upon request. 6.1 Definitions "Acclimatization" means temporary adaptation of the body to work in the heat that occurs gradually when a person is exposed to it. Acclimatization peaks in most people within four to fourteen days of regular work for at least two hours per day in the heat. "Heat Illness" means a serious medical condition resulting from the body's inability to cope with a particular heat load, and includes heat cramps, heat exhaustion,heat syncope, and heat stroke. "Environmental risk factors for heat illness" means working conditions that create the possibility that heat illness could occur, including air temperature, relative humidity, radiant heat from the sun and other sources, conductive heat sources such as the ground, air movement, workload severity and duration, protective clothing and personal protective equipment worn by employees. "Personal risk factors for heat illness" means factors such as an individual's age, degree of acclimatization, health, water consumption, alcohol consumption, caffeine consumption, and use of prescription medications that affect the body's water retention or other physiological responses to heat. "Shade" means blockage of direct sunlight. One indicator that blockage is sufficient is when objects do not cast a shadow in the area of blocked sunlight. Shade is not adequate when heat in the area of shade defeats the purpose of shade, which is to allow the body to cool. For example, a car sitting in the sun does not provide acceptable shade to a person inside it, unless the car is running with air conditioning. Shade may be provided by any natural or artificial means that does not expose employees to unsafe or unhealthy conditions, and that does not deter or discourage access or use. "Temperature" means the temperature in degrees Fahrenheit obtainable by using a thermometer to measure the outdoor temperature in an area where there is no shade. While the temperature measurement must be taken in an area with full sunlight, the thermometer should be shielded while taking the measurement, e.g., with the hand or some other object, from direct contact by sunlight. "Provision of water" Employees shall have access to potable drinking water. The water will be fresh, pure, suitably cool, and provided to employees free of charge. The water shall be located as close as practicable to the areas where employees are working. Where drinking water is not plumbed or otherwise continuously supplied, it shall be provided in sufficient quantity at the beginning of the work shift to provide one quart per employee per hour for drinking for the entire shift. Employers may begin the shift with smaller quantities of water if they have effective procedures for replenishment during the shift as needed to allow employees to drink one quart or more per hour. The frequent drinking of water shall be encouraged. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 17 6.2 Provisions of Water (Water Distribution Plan) Bottled water is provided for all on-site personnel. All Norbut Solar Farms sub-contractors are required to provide a written Heat Illness and Water Distribution Plan, as well as the required potable water and ice for their personnel on site daily. Means and Methods for Providing Drinking Water to All Employees: 1. The on-site manager will ensure that there is a minimum of two quarts per employee per hour in the work area at all times during the shift. This can be achieved by having bottled water chilled in coolers or using 5 to 10-gallon jugs. 2. If water jugs or bottled water is unavailable, all employees will be furnished a camelback for drinking water purposes prior to going to work. 3. When the temperature exceeds 90 degrees the employees will ensure an ample supply of water is readily available. 4. The on-site manager must ensure that the drinking water moves as the work does. 5. The on-site manager is responsible for properly cleaning water jugs at a minimum every shift. Cleaning must be in accordance with the water jug cleaning procedure. If camelbacks are in use, the employee is responsible for care and cleaning. 6. The on-site manager will announce all drinking water locations in the daily toolbox meeting. When the temperature is expected to be over 90 degrees the supervisor will discuss signs and symptoms, hydration, and other pertinent heat illness topics. 7. When the temperature is 95 degrees or more, the on-site manager or designee will increase the number of mandatory water-drinking breaks. 8. During the site-specific safety orientation, the importance of frequently drinking water will be stressed. 6.3 Accessing Shade 1. The on-site manager will be given enough shade tents to cover 75 percent of their employees at the same time. 2. The on-site manager will also be given picnic tables, chairs, or benches so the employees will have a place to sit under the shade tent. 3. The interior of a vehicle may only be considered a shaded area if the air conditioning is both on and works properly. 4. The on-site manager will make the employees aware of the shaded locations in the daily toolbox meeting. They will also make sure that the shade areas move with the workforce. 6.4Handling a Heat Wave During a heat wave or heat spike (increase in afternoon temperature of more than 10 degrees) the Project Site will be closed, and the work will need to be rescheduled or done at different hours. If the work can't be completed at a different time, the on-site manager will hold an emergency tailgate meeting to inform all employees of the heat conditions, emergency response procedures, and mitigation techniques. 6.4.1 High Heat Procedures 1. The on-site manager will ensure effective communication by voice, observation, or electronic means is maintained so that employees can contact a supervisor when necessary. 2. Employees will monitor other employees for alertness and signs and symptoms of heat illness. 3. Fellow employees will police each other to ensure their co-workers are drinking water frequently throughout the shift. New employee will be assigned a "buddy" or experienced coworker for the first 14 days of the employment. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 18 6.4.2 Acclimatization Acclimatization is the temporary and gradual physiological change in the body that occurs when the environmentally induced heat load to which the body is accustomed is significantly and suddenly exceeded by sudden environmental changes. In more common terms, the body needs time to adapt when temperatures rise suddenly, and an employee risks heat illness by not taking it easy when a heat wave strikes or when starting a new job that exposes the employee to heat to which the employee's body hasn't yet adjusted. Inadequate acclimatization can imperil anyone exposed to conditions of heat and physical stress significantly more intense than what they are used to. Employers are responsible for the working conditions of their employees, and they must act effectively when conditions result in sudden exposure to heat their employees are not used to. 1. Norbut Solar Farms Team will monitor the weather and in particular be on the lookout for sudden heat wave(s) or increases in temperatures to which employees haven't been exposed to for several weeks or longer. 2. During the hot summer months, the work shift will start at first light. 3. For new employees, on-site managers will try to find ways to lessen the intensity of the employees work during a two-week break-in period (such as scheduling slower paced, less physically demanding work during the hot parts of the day and the heaviest work activities during the cooler parts of the day (early- morning or evening). Steps taken to lessen the intensity of the workload for new employees will be documented. 4. New employees will remain vigilant and alert for the presence of heat related symptoms. 5. New employees will be assigned a"buddy" or experienced coworker to watch each other closely for discomfort or symptoms of heat illness. 6. O&M teams will observe closely (or maintain frequent communication via phone or radio) and be on the lookout for possible symptoms of heat illness. 7. Norbut Solar Farms site orientation for employees and supervisors will include the importance of acclimatization, how it is developed and how these company procedures address it. 6.4.3 Alternative High Heat Work Schedule When ambient temperatures remain at and exceed 95 degrees the Operations and/or Safety Managers shall discuss revisions to the work schedule (start time, end-of-shift time, multiple shifts with varying start times). When the alternate high heat schedule is in effect, personnel will meet each morning to go over the following items: 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 19 Heat Index I Heavy Heat Index 2 physical work with Moderate or lite acclimated worker RESPONSE physical work with unacclimated worker 89—950F 0 Supply water to workers on an"as needed basis" 77—840F Post Heat Stress Alert Notice 96— 1020F 0 Encourage workers to drink extra water 85 —930F Start recording hourly temperature and relative humidity High Heat Procedures in effect notice 103 — 108OF 0 Notify workers to consume more water 94—990F Ensure workers are trained to recognize symptoms Provide 15 minutes relief per hour Provide adequate cool water(50 -59°F) 109— 111 OF 0 At least 1 cup (240 ml)water every 20 minutes 100— 1020F Workers with symptoms should seek medical attention 112— 1150F 0 Provide 30 minutes relief per hour in addition to the 103 — 108OF provisions listed previously. If feasible, provide 45 minutes relief per hour in 116— 120OF addition to the provisions listed previously 109— I I I°F If a 75% relief period is not feasible then stop work until the Heat Index is 107°F or less _ 121 OF+ 0 Stop work until the Heat Index is 107°F or less 112°F+ 6.4.4 Handling a Sick Employee 1. When an employee displays possible signs or symptoms of heat illness, the Norbut Solar Farms Operations Manager will be notified. An employee trained in first aid will check the sick employee and determine whether resting in the shade and drinking cool water will suffice or if emergency service providers will need to be called. 2. Do not leave a sick worker alone in the shade, as he or she can take a turn for the worse! 3. Call emergency service providers immediately if an employee displays signs or symptoms of heat illness (loss of consciousness, incoherent speech, convulsions, red and hot face), does not look OK or does not get better after drinking cool water and resting in the shade. 4. While the ambulance is in route, initiate first aid (cool the worker: place in the shade, remove excess layers of clothing,place ice pack in the armpits and join area and fan the victim). 5. Do not let a sick worker leave the site, as they can get lost or die (when not being transported by ambulance and treatment has not been started by paramedics) before reaching a hospital. 6. If an employee does not look OK and displays signs or symptoms of severe heat illness (loss of consciousness, incoherent speech, convulsions, red and hot face), and the worksite is located more than 20 min away from a hospital, call emergency service providers, communicate the signs and symptoms of the victim and request Air Ambulance. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 20 6.4.5 Procedures for Employee and Supervisory Training 1. Norbut Solar Farms will ensure that all supervisors are trained prior to being assigned to supervise other workers. Training will include this company's written procedures and what steps supervisors will follow when employees' exhibit symptoms consistent with heat illness. 2. Norbut Solar Farms will ensure that all employees and supervisors are trained prior to working outside. Training will include the site-specific orientations, lunch and learns, and toolbox topics. 3. Norbut Solar Farms Safety Manager will train employees on the steps that will be followed for contacting emergency medical services, including how they are to proceed when there are non-English speaking workers, how clear and precise directions to the site will be provided as well as stress the need to make visual contact with emergency responders at the nearest road or landmark to direct them to the worksite. 6.4.6 Procedures for Emergency Response 1. Prior to assigning a crew to a particular worksite, the Operations Manager will ensure that a qualified, appropriately trained and equipped person will be available at the Project Site to render first aid if necessary. 2. All on-site personnel will carry cell phones or other means of communication, to ensure that emergency medical services can be called and check that these are functional at the worksite prior to each shift. 3. When an employee is showing symptoms of possible heat illness, the supervisor will take immediate steps to keep the stricken employee cool and comfortable once emergency service responders have been called (to reduce the progression to more serious illness). 4. During a heat wave or hot temperatures, workers will be reminded and encouraged to immediately report to their supervisor any signs or symptoms they are experiencing. Norbut Solar Farms site specific orientation for employees and supervisors will include every detail of these written emergency procedures. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 21 Appendix A Emergency Contact Information The following table lists the Local Fire and Rescue Stations that are nearest to the Project Site. Local Fire and Rescue ddre hone Number Distance Station from Project Site Danby Fire Station 1780 Danby Road Fire/Rescue: 607-272-8114 0.2 miles Ithaca,NY 14850 Unmanned station; call 9-1-1 West Danby Fire Station 47 Sylvan Lane ire/Rescue: 607-564-7303 5.2 miles Spencer, NY 14883 The following table lists the Medical Facilities that are nearest to the Project Site. Medical Facility Address Phone Number Available Distance Services from Project Site ellNow Urgent 740 S Meadow Street 607-319-4563 Emergency 9.8 miles Care Ithaca,NY 14850 Services Cayuga Medical 2333 N Triphammer Rd# 302 607-257-1126 Emergency 12.7 miles Center(East) Ithaca,NY 14850 Services Cayuga Medical 101 Dates Drive 607-274-4011 Emergency 13.0 miles Center(West) Ithaca,NY 14850 Services The following table lists the local Police Departments and Animal Control Facilities contacts for the Project. Local Police and Address PA Distance Sheriff Station 17 11 from Project Site Danby Fire Station: 1780 Danby Road ire/Rescue: 607-272-8114 0.2 miles Fire Police (Peace Officers) Ithaca,NY 14850 Umnanned station; call 9-1-1 Tompkins County Sheriff 779 Warren Road 607-272-2444 15.6 miles Ithaca,NY 14850 New York State Police 600 S College Avenue 607-535-7731 27.3 miles Troop E, Zone 3 Montour Falls,NY 14865 The following table lists the Norbut Solar Farms contacts for the Project. Description Name Phone Number orbut Solar Farms Safety Manager TBD TBD orbut Solar Farms Operations and Maintenance TBD TBD orbut Solar Farms Operations Manager TBD TBD orbut Solar Farms 24-Hour Control Room TBD TBD 1 TBD contacts will be provided prior to construction. 1241 University Avenue I Rochester, NY 14607 1 585-504-2200 1 www.norbutsolarfarms.com I Page 22 Stormwater Pollution - - • (SWPPP) NORBUT SO FIELD DANBY, NEWYORK March 2022 Prepared for.• NORBUT SOLAR 1241 UNIVERSITY AVE. ROCHESTER, NY 14607 P.N. 20213129.0001 PA PASSERO ASSOCIATES engineering architecture Passero Associates 242 West Main Street,Suite 100 1 Rochester, NY 14614 1585.325.1000 1 www.passero.com Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York CONTENTS 1.0 INTRODUCTION.......................................................................................................1 2.0 EXISTING CONDITIONS.......................................................................................2 3.0 DEVELOPED CONDITIONS................................................................................6 4.0 STORMWATER QUALITY......................................................................................7 5.0 WATER QUANTITY..................................................................................................9 6.0 CONSTRUCTION EROSION CONTROL PRACTICES/INSPECTIONS 10 7.0 POST CONSTRUCTION........................................................................................11 8.0 SUMMARY..................................................................................................................11 APPENDICES APPENDIX A. SWPPP Practices,Procedures and Certifications APPENDIX B. Aerial Photograph APPENDIX C. Site as Depicted by the USGS Quadrangle Map APPENDIX D. NYS Environmental Resource Mapping APPENDIX E. Federal Wetland Mapping APPENDIX F. Soils Map APPENDIX G. FEMA Mapping APPENDIX H. Archeological Sensitive Areas &IPAC Long Eared Bat Consistency Letters APPENDIX I. Curve Number Worksheets APPENDIX J. extreme percipitation, time of concentration worksheets and storm hydrographs APPENDIX K. Green Infrastructure Sheets APPENDIX L. NYSDEC SPDES General Permit for Storm Water Discharges from Construction Activity (Permit No. GP-0-20-001) APPENDIX M. SWPPP Inspection Form&Winter Shutdown Request Form APPENDIX N. Notice Of Intent APPENDIX O. Notice Of Termination (BLANK) APPENDIX P. Erosion Control Details APPENDIX Q. Maintenance Inspection Checklist PA ii March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York 1.0 INTRODUCTION This Stormwater Pollution Prevention Plan (SWPPP) has been prepared to support the new construction of three new solar fields (24.0, 24.1, &26.7 acres in size) in an open farm field along the west side of Bald Hill Road (County Route 126) in the Town of Danby,NY. The property is currently zoned MD at 54 Bald Hill Road (Tax ID 10.0-1-21.18). The NYSDEC does not recognize solar panels on post foundations as impervious surfaces (due to the grass underneath them) nor as a disturbing action. The project proposed no changes to the grading or drainage characteristics of the site. The access road is to be the NYSDEC approved pervious access drive by TRC Engineers. The provided Stormwater Pollution Prevention Plan (SWPPP) materials adhere to the State Pollutant Discharge Elimination System (SPDES) General Permit (GP-0-20-01) for Stormwater Discharges from Construction Activity. The guidelines specified by the Nex York State StormsvaterManagementDengn Manual,January 2015(SWDM) were used to analyze the proposed stormwater management facilities for this project. Erosion and Sediment controls were designed in conformance with New York Standards and Specifications for Erosion and Sediment Controls. A copy of this SWPPP and associated inspection logs will be kept on site in the proposed office space and job trailer/SWPPP mailbox. Owner/Operator SWPPP Preparer Norbut Solar Farms,LLC Passero Associates 1241 University Ave. 242 West Main Street. Suite 100 Rochester,NY 14607 Rochester,NY 14614 (585) 426-4200 (585) 325-1000 Contact:Jon Stone Contact: David Cox PA 1 March 2022 Stormwater Pollution Prevention Plan Norbut Solar— Danby, New York 2.0 EXISTING CONDITIONS A. Toio�rai�hy/ Drainage The existing drainage characteristics of the project location can be described with five drainage areas. The stormwater analysis considers all the soils and impervious access drive within the proposed disturbance area of the project. All these drainage areas and analysis points eventually leave the site, following their existing drainage paths. Existing Drainage Area #1: This drainage area encompasses the central core ±84.9 acre portion of the site. The area is comprised of vacant&mowed/maintained meadowlands, as well as woodlands. The area generally flows eastward to the intermittent tributary of Buttermilk Creek and flagged wetlands. Existing Drainage Area #2: This drainage area encompasses the North ±21.3 acre portion of the site. The area is comprised of mowed/maintained meadowlands, as well as woodlands. The area generally flows north-easterly and gradually drains northward off-site. This off-site drainage eventually makes its way to Buttermilk Creek. Existing Drainage Area #3: This drainage area encompasses a Southwestern ±1.65 acre portion of the site. The area is comprised of mainly woodlands. The area generally flows southerly to a point on the edge of the property line that drains to an adjacent parcel to the south. Existing Drainage Area #4: This drainage area encompasses a Southeastern ±2.74 acre portion of the site. The area is comprised of woodlands &generally flows northeasterly to a point on the edge of the property line that drains to an adjacent parcel. Existing Drainage Area #5. This drainage area encompasses the Eastern ±1.01 acre leg portion of the site. The area is comprised of an existing stone driveway used for a residential property. The area generally flows northerly to a point on the edge of the property line that drains to an adjacent parcel. See the following existing drainage map that graphically shows the drainage areas listed above, as well as the other hydraulic characteristics: PA 2 March 2022 HORIZOMAL SCALE 200 0 100 200 400 SCALE:T'=200' I 100'SHEETFLOW _ `, �J/�/\��i\� \` ^'�I{/ 1 \ 1<l�i /��I� .! ;: EXDA#1 BRUSH(2.0%) `� °dz,2L,;:::d 1336''HALLOW-- \�yy\Dp\�\\\\\\\\\�\\ti\\\`�`\\\\ \\\�\�\\���\�������\•��\o.�= ��w�p:�\\.\�a\a\�\\\�\\\.\,�`t\\t`\\4=\'�_.,\�_`�=_r�\_�\-�_•�\\\,�����\��O\�\\\�p\`\�\\��r\\\\�Y�\,�,i;��/�i�\`\,�`���,_�;\\\\\\\-\�\�\,`\\�`\��� -�`\„J�^��.ia�_c���_--_e---_.-_ _- ��\\�\`\��\o\\\\O\\`\�0�\lV\l,J\l`l\\q\\\�\�\\�a,�,\\)�\\��\�\\\:\,\�\_a;`\`\\2�\��\i\l`yte�`a\\\Z\\.2.\1\`\��\\��\\`��\\\\\(\.\\\\``\.�\\',,\\\\\\\\\\`\�I\,)\\,\\\�\i\I.\\_\\.��\I\�1\l�Z\`_�/\1,-�-"\�L\\\\\\\`,J`� ���_ � sANALYSIS POINT CON V�f '. EXDA#2 ,FLOW BRUSH 3.2%) \r(� C L bB EXDA#3i <�- v EXDA#4 D 'S EbB..� POINTI )N A(,LYIS IS I-1) �// //1ILI/Ia 483 HALL Y/ - CONCENTRATE FLOW BRUSH -B � EXDA#5 t�l�) —o: ---o- TC PATH ANALYSIS POINTS _ w SOIL BOUNDARY 102'SHALLOW CONCENTRATED FLOW _ PROPERTY LINE ., VtV 11111!vII Vr5 / vI"7/aV��AA Vv, c, �w � - 100 SHEET FLOW DENSE_-._ t n GRAB(2S%) navvlul /r�l�r v vvvvvll P�c '4 3 _ - -:� �� v \ \\ \\\\ \ SOIL ABBREVIATION nll�VI � - (B/D) - r l 111 llljlllllllll/rl /� /��,//,/// � ) � T' Z (K '°•: Ub / j/ llIlllll ry / ^r// \ u, Eb6/ w_ / sv�>-�- _ `` i' SOIL RATING Lb 597SHALLOW _ rrww' L r" ( i vV ' / N- a CONCENTRATED FL(' I �..;• .;� \\�r�,.� \\ .^.7 /-, :f .V., V :: ✓:.:.n l. A " I 'ANALYSIS I 6S AP�I Ov4 iI�NT�V 4y54'SHALLOW CONCENTRATE IECA 100'SHEET B3 I / / A D FLOWL (D DENSEGRASS(3.3%)F a ODLN ti1ffl (D)WOOADS I / II III II IIII rII II Ij(7.0%) 1 0�// , EbBFLOW. v� r 111 ` I _ ` .100'SHEET FLOW 11�vv� I/ ( - s \'''� /'v DENSE GRASS (D� „= — !iM (D) v A nV s1,I a 314'SHALLOW 100'SHEET FLOW CONCENTRATED \ z�ac o ( ) FLOW WOODLANDS ANALYSIS POINT 3 a BRUSH 12.0% o (7.3%) I u 0 F a u 20213129.0001 3 PASSERO ASSOCIATESEXISTING DRAINAGE MAP i u • • architecture 0 NORBUT SOLAR-DANBY DANBY, NY Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York B. Soils Soils within the project boundary and within the offsite drainage area were reviewed for their Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in ADI Percent of Adl Bgc Bath and Valois soils,5 C 5.6 5.0% to 15 percent slopes EbB Erie channery silt loam, D 38.2 34.2% 3 to 8 percent slopes EcA Chippewa and Alden D 0.7 0.6% soils,0 to 8 percent slopes ErA Erie-Chippewa channery D 0.3 0.2% silt foams,0 to 3 pe rce nt slopes Hdc Howard gravelly loam,5 A 0.1 0.1% to 15 percent simple slopes LaB Langford channery silt D 53.9 48.3% loam,2 to B percent slopes LaB3 Langford channery silt D 3.1 2.8% loam,3 to B percent slopes,eroded Mac Mardin channery silt D 0.2 0.1% loam,8 to 15 percent slopes RhA Red Hook gravelly silt BID 9.0 8.0% loam,0 to 5 percent slopes Ws Wayland soils complex, BID 0.6 0.5% 0 to 3 percent slopes, frequently flooded Totals for Area of Interest 111.6 100.0% hydrologic soil group in accordance with the USDA's NRCS Soil Survey. The soils are summarized below, and the soils report can be found in Appendix F. C. Wletlands The site was reviewed for the existence of federal and state regulated wetlands within the property boundaries. Federal wetlands were researched using the National Wetlands Inventory (NWl) using an online U.S. Fish and Wildlife website search. State regulated wetlands were researched using the NYSDEC's online Environmental Resource Mapper website. PA 3 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York State&Federal wetlands recognize the intermittent tributary of Buttermilk Creek,located in the central core of the property, flowing eastward to the flagged wetlands (REG # 898-338 Class C). The project does not propose any disturbance to the proposed wetlands. The tributary of Buttermilk Creek is federally classified as a 0.65 acre Riverine Habitat (code R4SBC). The code refers to the Buttermilk Creek as: [R] Riverine where the wetland is dominated by trees/shrubs and other growth. [4] An intermittent stream flowing only part of the year. [SB] The tributary is a streambed that is dewatered at low tide (being so far upstream from a large water body, tides do not take any effect here). [C] Seasonally flooded, in most cases, surface water is present early in the growing season and absent by the end of the growing season. Environmental Resources &BME Associates provided two separate wetland delineation studies at the request of the Town during project reviews. These studies provided delineated wetland boundaries across the site, as well as along the tributary to Buttermilk Creek and are incorporated into the latest plan set. Refer to Appendix D and E for the federal and state regulated wetlands mapping. D. Flood lain Floodplains were researched using the online Firmette tools found at FEMA Map Service Center. Review of the floodplain mapping indicates there are no floodplains located on the site according to FEMA map 360845B, dated June 25, 1976. Refer to Appendix G for the FEMA Firmette map. E. NYSDEC Environmental Resources The NYSDEC has an Environmental Resource Mapper on its website.The Environmental Resource Mapper is an interactive mapping application that can be used to identify some of New York State's natural resources and environmental features that are state protected, or of conservation concern. It displays the following: • Animals and plants that are rare in New York,including those listed as Endangered or Threatened (generalized locations). [Updated May 20081 • Significant natural communities, such as rare or high-quality forests,wetlands, and other habitat types. • New York's streams, rivers,lakes, and ponds;water quality classifications are also displayed FIA 4 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York According to this database, the endangered Long Eared Bat may in the vicinity of the project. Refer to Appendix D for the NYSDEC's Environmental Resource Mapping. The US Department of the Interior has provided IPAC Consistency Letters for the project's potential impact to the Long Eared Bat. These Letters determined the threat to the Long Eared Bat is minimal, as the limits of work are located outside any known breeding habitats. Refer to Appendix D for the IPAC consistency Letters. F. State Historic Preservation O ace Reviem The site was reviewed for the presence of an archeological sensitive area within the property boundary. The archeo-sensitive areas were located using online GIS tools found at the NYS Historic Preservation Office (SHPO).At the request of SHPO, a Zone of Visual Impact Report (ZVI) has been developed and reviewed. The effect finding letter states the following: "We have reviewed the submitted Historic Resources Survey Report and Zone of Visual Impact (ZVI) map for the proposed 15mw, 74.8-acre photovoltaic solar energy generation facility located within the Town of Danby on the north side of Bald Hill Road. We note that nine already identified and newly identified properties that are eligible to be listed on the State and National Registers of Historic Places (S/NR) are located within the identified one-mile ZVI,with the Roe Barn noted as the only property with a direct visual impact. We note the majority of the proposed solar facility is currently surrounded by dense vegetation and low hills,providing natural screening. A 7-foot-tall fence is planned to surround the entire facility, and the access road is utilizing an existing road. Based on our review of the submitted documents and existing conditions,it is the opinion of the OPRFP that the proposed project will have No Adverse Impact to on historic and archaeological resources,provided the following condition is met: • Provide year-round vegetative screening around the perimeter of the proposed poles and Point of Interconnection to reduce visibility of the poles located adjacent and north of the Roe Barn. This will be in addition to the planned temporary construction fence described in the provided report." Since the publishing of this effect finding letter, the Point of Interconnection for the solar arrays has moved away from the described"Roe barn" to be tucked behind the tree line surrounding the Town Hall. This ensures no adverse impacts to the barn, as well as satisfies local resident concerns with unsightly view of the POI from Danby Road. The effect finding letter from SHPO is included in Appendix H of this report. PA 5 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York 3.0 DEVELOPED CONDITIONS In NYS,proposed Solar Farms are to be designed under the guidelines set forth in the April 5`'', 2018,Memorandum from the NYSDEC,Division of Water. The memorandum outlies six (6) criteria that register Solar Fields "...to be a"land clearing and grading for the purposes of creating vegetated open space (i.e., recreational parks,lawns,meadows, fields) type project as listed in Table 1,Appendix B of the VGP. Table 1 outlines conditions of which only active construction sediment and erosion controls are required. 1. Solar Panels are constructed on post or rack systems and elevated off the ground surface. 2. The panels are spaced apart so that rainwater can flow off the down gradient side of the panel and continue as sheet flow across the ground surface. 3. For solar panels constructed on slopes, the individual rows of solar panels are generally installed along the contour, so rainwater sheet flows down slope. NOTE:This generally applies to slopes that are >5%, this project places the rows of panels in a north-south configuration, adhering to guideline #3 as the water flows eastward. 4. The ground surface below the panels consists of a well-established vegetative cover. 5. The project does not include the construction of any traditional impervious areas (i.e. buildings,large substation pads, etc.) 6. Construction of the solar panels will not alter the hydrology from pre-post development conditions. NOTE:Per Appendix A of the SPDES General Permit, the definition of "Alter Hydrology from Pre to Post-Development Conditions"is the post development peak flow rate(s) has increased by more than 5% of the pre- developed condition for the design storm of interest (e.g. 10 yr and 100 yr). The proposed project post-development flows are less than 5% and therefore meet this requirement. The solar fields are designed with gaps between rows to allow proper/unrestrictive flows. The existing vegetation on site is to be preserved underneath and between the panels rows. The proposed gravel access road is to be the NYSDEC approved pervious access drive by TRC engineers. See the following proposed drainage map that graphically shows the drainage areas, as well as the other hydraulic characteristics: PA 6 March 2022 HORIZONTAL SCALE 200 0 100 200 400 SCALE:T'=200' \..... PRDA#1 100'SHEET FLOW "\\� \ J(111 ,.�\\\\\1l \(\\\\\ 1336'SHALLOW ANALYSIS POINT \7\ \ \ I1+ \�_�\\\\\�\�\\\\ 1^\\ \\\\! "»' BRUSH(2.0%) CONCENTRATED\\ \�,���lil l _ 1 \�/(' \1 \\ \\\\ \`\1\v \\\\\\\,^!\ ``2\� FLOW BRUSH < � PRDA#2 \\\\ \\� =,_r_-•\�y�\\��v i-•\��<'\\� _ __- \\����\1\\\\\\\\\\\\\\\�\\\\\��\\( ) \ \ \ \\I r \ `7 \\ \ \\ \\\\\\ \ n11 \ I\ \ '�`\\ 1�\�\ \ ��\��\ \\\\j\l\�\\\\\I�-��/M'C'��� `'x__ �pz1 \ \ l \ \�� \\\\\\\\\\\ \\\..,� 1" \\\\\\ \ \ \ \ I_ ! ./ ♦,� _ L4.2 NO'OC V v v.Jv�r `.,.`vvv vvv v sssssss*ss3zl PRDA#3 N 8 91_ 87440 28 Ly 3f#_ E 39_4Z-elm 5 0 l PRDA#4 14ill 2 SHALLO L V „I / /I Y/< ONCE NT FLOW BRL W � � hJllVll/_L .--�IAhull lAA\�i � r Owl PRDA#5 —0, ----o — TC PATH 11v ® - POINTS �.t`avvwrrlu' v 1 f SOIL BOUNDARY 102'SHALED FLOW v\ ''v VvVfvvAvvv'� VA1 vvvA1A i VAv" �":' — ., v > A� DENSE GRASS 4.0% CONCENTRATED FLOW trA.I 11vv1111111Alll I Jti1 VvAAvAA��; — A DENSE vv vy/ 1 v PROPERTY LINE — 20'SHETSFL((O PERVOUS i i vvvv'1vvvi ilil�r li i i�'vvvvll ® ow ACCESS DRIVE(2.5%)"� / l l ll7/l ij1�111//`/%A \\v11j111� 13'C �0.0% _ 3RVl ....0 O'SHEET AAA\VA 2PHEI - � b SOIL ABBREVIATION l ! �lll/\l�llil rlli 1 i/r ii/�/i A - - ! ou 3.: mm G 597 SHALLOW - / SOIL RATING Ilr ® I I !.`v lv vv I v i s s� v vv v � v /Ihl(ON J4 !� vi vv..vv.1�. ` v ) / IIIIII III 100'SHEET vI, jECA I 254'SHALLOWANALYSIS POINT 4tl : `�. CONCENTRATED FLOW I 3 .w �/ FLOW -. 'v A ' r ® ® `.' '::'. ` L /(\,,,,,, `"" (D) DENSE GRASS(3.3%) A b'+9\\'0-� C WOODLANDSI0- \�-.i. A < t If III11 11111�y I ( ° VA��lE ii \v DEN GRASS (\\\ ErA (5.7%) D A/ ) ROPOc__. JU a 314 SHALLOW 100'SHEET FLOW CONCENTRATED ACCESS DRIVE \ +.o ( � FLOW WOODLANDS ANALYSIS POINT 3 i a BRUSH 12.0% I \\ o I (7.3%) I , u 0 F a u 8 20213129.0001 P ASSERO ASSOCIATES PROPOSED DRAINAGE MAP DECEMi engineering architecture U O NORBUT SOLAR-DANBY , 4 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York 4.0 STORMWATER QUALITY Stormwater quality requirements will be achieved using green infrastructure practices as well as standard stormwater practices. Chapter 5 of the NYSDEC Stormwater Management Design Manual was used for the proposed design to incorporate green infrastructure for this project. The design manual outlines which practices are best suited for certain scenarios, and how to properly design and size these practices. Requirements for Water Quality Volume (WQv) and Runoff Reduction Volume (RRv) are met through the use of green infrastructure practices as well as other standard stormwater management practices. The proposed green infrastructure/stormwater management practices used will include the construction of filter strips, the NYSDEC approved pervious access drive by TRC Engineers & riparian buffers along the existing Buttermilk Tributary to meet all NYSDEC requirements for stormwater quality. Filter!Lnr f The filter strips shown on the plans will treat runoff from the proposed transformer pads for each solar array. Water runoff from the pads will first enter a 5'wide stone diaphragm, then a minimum of 40' of grass filter strips downslope of the pads. All compaction in these areas during construction are prohibited. Should the areas become impacted, the contractor is responsible for soil restoration in accordance with section 5.3 of the Storm Water Design Manual prior to installation of filter strips. Uarian Buffer to Buttermilk Tributarg According to the NYSEC website, riparian buffers are strips of vegetation (trees, shrubs or grass) next to streams or other waterbodies. Vegetation along streams, space is created between the water and upland land uses,which helps protect the water quality and stream habitats. Buffers promote: • streambank stabilization • erosion and sediment control • filtration of nutrients and other pollutants • reduce impact from floods • habitat and food for wildlife and pollinators • shade for streams The Tributary to Buttermilk Creek is approximately 2,176.6'in length within the project property lines. The site is designed to provide a minimum 50'buffer between the tributary banks and any PA 7 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York solar array fence limits. The buffer is to maintain the existing,matured and stabilized vegetation to provide protection to the tributary, meeting or exceeding the NYSDEC "Three-Zone Concept" for Riparian Buffers. Pervious Access Drive The pervious access drive on the plans will treat runoff within its own area coverage. Rainwater as it lands on the pervious access drive will fill the voids between the stone and provided geo-grid. The pervious access drive is the NYSDEC approved design created by TRC Engineers. Using the green infrastructure and standard stormwater practices/methods listed above, all NYSDEC stormwater quality requirements are met (see table below): QualityWater Existing or Description: Required Provided % Difference WQv Total (acre-ft) 0.074 0.083 _ 11% Min RRv Total (acre-ft) 0.001 0.083 99% CPv Total (acre-ft) N/A N/A _ N/A Qp Total(cfs) 116.08 119.80 _ 3% Qf Total (cfs) 295.03 300.10 2% *Since Qp & Qf Total (cfs)is within 5%of existing conditions, the site is not considered to be altering pre vs post conditions per SPDES General Permit,Appendix A definitions. See the Appendix K for all green infrastructure calculations. PA 8 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York 5.0 STORMWATER QUANTITY The proposed development will not create any impactful increase impervious area on site,which increases the rate of stormwater runoff from the site. The site will contain a minute amount of concrete to support transformer pads. The proposed access drive is the only NYSDEC approved pervious access drive and will be installed utilizing tracked dump trucks to mitigate any significant compaction of soils during installation. This runoff must match or be reduced to a rate that is less than the offsite flow rate during existing conditions. The project does not propose the removal of stumps in the existing wooded areas, as well as no grubbing of the shrubbed areas. This prevents alteration of existing drainage paths or time of concentration. The site currently gets seasonal"mowing", typical for large open fields. The solar arrays receive annual trimming / panel cleaning to prevent shrubs from growing up over the panels. See the comparison table below for the sites analysis points under existing and proposed conditions: Runoff • • . • • - Stormwater Runoff Condition: Runoff(cfs) 1 year 10 year 100 year TOTAL EXISTING 32.19 116.08 295.03 Norbut Solar Danby TOTAL PROPOSED 34.33 119.80 300.10 *Per SPDES General Permit Appendix A, definition of Altering Hydrology from Pre to Post-Development Conditions is the peak flow rate must increase by 5% or higher for the 10 year and 100 year storms. As shown above, the proposed design meets the requirements of stormwater management by releasing the water utilizing the same ephemeral drainage paths,with unaltered ground coverage and unaltered grading of the slopes along the paths. Leading to runoff release at the same rate that does not lead to erosion or high levels or pollution. Refer to Appendix J for the Hydraflow analysis and the breakdown of each hydrograph. PA 9 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York 6.0 CONSTRUCTION EROSION CONTROL PRACTICES/INSPECTIONS Several erosion control practices will be utilized during construction by the contractor under direct supervision by the owner and a qualified SWPPP inspector (S.W.T.). These practices are explained below and shown in detail in the Appendices of this report and the construction plans. • Silt Fence 4 Silt fencing shall be installed at the toe of all slopes along the perimeter of the disturbed areas and at the toe of slope for any soil stockpile areas. Also, a row of silt fence will be installed around the perimeter of all wetlands in an effort to delineate its boundary. The fencing will be installed in accordance with the NYSDEC construction standards and at the instruction of this plan. The silt fencing shall be buried in the ground at least 6 inches. The contractor shall provide continued monitoring to ensure the silt fencing remains intact and shall repair as needed.When the silt accumulates to greater than 1/3 the height of the fence the contractor shall remove and dispose of the silt. • Stabilized Construction Entrance 4 The project entrance shall serve as the construction entrance to the project and shall be installed according to the details of this plan. The contractor shall ensure that mud is not tracked onto the adjacent roadways and that the stone entrance properly removes mud and debris from construction vehicles. • Seeding and Stabilization 4 The contractor shall seed and stabilize all disturbed areas not to be worked for 7 days within 7 days of the last disturbance. Stabilization measures may include but are not limited to straw mulching,wood chip mulching,jute mesh and hydroseeding. The SMA and adjacent areas shall be stabilized immediately following their shaping and installation. • Truck Washdown area 4 a truck washdown area will be provided adjacent to the construction entrance. This area will be constructed such that it drains to a sediment basin immediately adjacent prior to discharging offsite. Additional measures may be required during construction at the guidance of the owner or certified SWPPP Inspector. The contractor shall begin to make all adjustments to the erosion control within 24 hours of receipt of any deficiencies. The owner will be responsible for providing weekly reports when the site disturbance totals less than 5 acres. If the site acres of disturbance becomes greater than 5 at any given time, a 5 acre waiver must be PA 10 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York submitted to the NYSDEC. Inspections are to be completed by a qualified inspector in accordance with the GP-0-20-001, during construction to the Town of Danby. Any modifications to the SWPPP will be reported to the Town in writing prior to implementation. See Appendix A for additional SWPPP information. The owner is responsible for having a qualified operator on site at all times who has at least 4 hours of erosion control training in accordance with the GP-0-20-001. Once the site has achieved 80% stabilization and ground cover, the Town shall be required to sign off on the Notice of Termination prior to submission to the NYSDEC. Removal of all temporary erosion and sediment control practices is required prior to demobilization. 7.0 POST CONSTRUCTION The owner of the subject project will be responsible for all post construction maintenance inspections. The contact information for the owner is illustrated on the cover of this plan as well as the design plans for the project. The post construction maintenance shall include performing monthly inspections of the existing wetlands on site to ensure no encroachment or erosion is taking place.Any silt removal from silt fences, silt socks or construction fences will be disposed either off site or on site and immediately stabilized in accordance with the practices of this plan. See Appendix Q for the wetland maintenance inspection checklist,bolded maintenance items 7&8 apply, bolded items 1-6 are not applicable to this project. Included in this section is also the inspection checklist for filter strips. 8.0 SUMMARY The proposed project requires Stormwater management practices which conform to NYSDEC regulations. The proposed erosion control practices will meet the NYSDEC requirements. The project will have no significant effect on run off. Continued monitoring of the practices included in this plan will be provided by the owner and a designated SWPPP Inspector. The following appendices of this report illustrate the additional requirements and specifications for stormwater pollution prevention. All practices included in this report and incorporated in the proposed project have been designed in compliance with the NYS Storm Water Design Manual and NYS Standards and Specifications for Erosion and Sediment Control. PA 11 March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX A. SWPPP PRACTICES, PROCEDURES AND CERTIFICATIONS RA March 2022 STORMWATER POLLUTION PREVENTION PLAN SITE DESCRIPTION Project Name and Location: Norbut Solar-Danby Owner Name and Norbut Solar (Latitude,Longitude,or Address) 00 42021'07.0"N Address: 1241 University Ave. 76029'31.1"W Rochester,NY 14607 Description: (Purpose and Types of Soil Disturbing Activities) Runoff Coefficient/Soils Conditions:04 The runoff coefficient impervious area is 0.9 and 0.2 for the grass areas.The soils on-site consist of hydrologic soil class of A,B,C and D. Site Area: i±1 11.5 acres of solar panels for renewable energy generation on open farmland&woodlands Sequence of Major Activities The order of activities will be as follows: Complete all required town inspection events. Removal of erosion and sediment controls should 1. Delineate all wetlands and any other areas to be protected. not occur until after all disturbed areas have 2. Install silt fences,stabilized construction entrance/access achieved final stabilization drive and all other erosion control measures. 3. Protect vegetation to remain. 4. Strip and stockpile topsoil as necessary 5. Install utilities for solar arrays 6. Install solar arrays and concrete pads,install filter strips. Soil Compaction by heavy equipment shall be prevented.If Impacted,soil restoration shall be implemented in accordance with section 5.3 of the Stormwater Management Design Manual prior to installation of filter strips.Table is also included in Appendix A of this SWPPP. 7. Install fences,continue monitoring of erosion control. 8. Stabilize disturbed areas and stockpiles within 7 days of last construction activity in all areas. 9. Final grading,seeding,and mulching of all disturbed areas. 10. Areas along access road with heavy sedimentation and/or poor drainage are to be cleaned/relayed. Name of Receiving Waters: CONTROLS Erosion and Sediment Controls Stabilization Practices Temporary Stabilization-Topsoil will be replaced onsite or removed from the site.Disturbed portions of the site where construction activity temporarily ceases for at least 7 days will be stabilized with temporary seed and mulch no later than 7 days from the last construction activity in that area. The temporary seed shall be Rye(grain)applied at the rate of 120 pounds per acre. Prior to seeding,2,000 pounds per acre of ground agricultural limestone and 1,000 pounds per acre of 10-10-10 fertilizer shall be applied. Permanent Stabilization-Disturbed portions of the site where construction activities permanently cease shall be stabilized with permanent seed no later than 7 days after the last construction activity.The permanent seed mix shall be as indicated on the plans and specifications. Stormwater Management The proposed project is a solar field,the NYSDEC recognizes solar panel installation as construction activity that requires preparation of a SWPPP that either only includes erosion and sediment controls,or that includes post-construction stormwater management practices.The project proposes to meet all requirements in accordance with the NYSDEC&Town of Danby EMPost Construction Stormwater Management/Maintenance Procedures Per the statement above,this section will instead cover solely the green infrastructure practices placed on site. • A visual inspection of the filter stripes along the gravel access drives and removal of any sedimentation buildup or garbage. OTHER CONTROLS Waste Disposal: Waste Material-All waste material will be collected and stored in a metal dumpster rented from a NYSDEC approved hauler, which is a licensed solid waste management company.The dumpster will meet all local and state solid waste management regulations.All trash and construction debris from the site will be deposited in the dumpster.The dumpster will be emptied a minimum of once per week or more often if necessary,and the trash will be hauled to a NYSDEC approved dump.No construction waste material will be buried on site.All personnel will be instructed regarding the correct procedures for waste disposal.Notices stating these practices will be posted in the office trailer and the individual who manages the day-to-day operations will be responsible for seeing that these procedures are followed. Hazardous Waste—All hazardous waste materials will be disposed of in a manner specified by local and state regulations or by the manufacturer. Site personnel will be instructed in these practices and the individual who manages the day-to-day operations will be responsible for seeing that these practices are followed. Sanitary Waste—If portable units are used,all sanitary waste will be collected from the portable units a minimum of three times per week by a licensed sanitary waste management contractor,as required by local regulation. Offsite Vehicle Tracking: The paved streets adjacent to the site will be swept daily to remove any excess mud,dirt,or rock tracked from the site.Dump trucks hauling material from the construction site will be covered with a tarpaulin. TIMING OF CONTROLS/MEASURES As indicated in the Sequence of Major Activities,the erosion and sedimentation control measures,including silt fence,will be constructed prior to clearing or grading of any other portions of the site.Areas where construction activity temporarily ceases for more than 7 days will be stabilized with a temporary seed and mulch within 7 days of the last disturbance.Once construction activity ceases permanently in an area,that area will be stabilized with permanent seed and mulch. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE,AND LOCAL REGULATIONS The stormwater collection and discharge complies with the NYSDEC requirements of the New York State Stormwater Management Design Manual. MAINTENANCE/INSPECTION PROCEDURES Erosion and Sediment Control Inspection and Maintenance Practices These are the inspection and maintenance practices that will be used to maintain erosion and sediment controls: • All control measures will be inspected at least once each week if there is 5 acres or less of disturbance.Twice a week if more than 5 acres is disturbed. • All measures will be maintained in good working order;if a repair is necessary;it will be initiated within 24 hours or report. • Built-up sediment will be removed from silt fence when it has reached one-third the height of the fence. • Temporary and permanent seeding and planting will be inspected for bare spots,washouts,and health of growth. • A maintenance inspection report will be made after each inspection.A copy of the report form to be completed by the inspector is attached. • The site superintendent will select individuals who will be responsible for inspections,maintenance and repair activities, and filling out the inspection and maintenance report. • Personnel selected for inspection and maintenance responsibilities will receive training from the site superintendent. They will be trained in all the inspection and maintenance practices necessary for keeping the erosion and sediment controls used on-site in good working order. Non-Stormwater Discharges No non-stormwater discharges will occur from the site during the period,except the following: It is expected that the following non-storm water discharges will occur from the site during the construction period: • Pavement wash waters(where no spills or leaks of toxic or hazardous materials have occurred). 3 INVENTORY FOR POLLUTION PREVENTION PLAN The materials or substances listed below are expected to be present on-site during construction: Select Granular Fill Topsoil HDPE Pipe Concrete(Minimal) Mulch Construction Signs Seed Joint Sealant Sign Panels&Sign Supports Steel Conduit Electric Cable Metal fences Subbase Course SPILL PREVENTION JENUE7 Material Management Practices The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to stormwater runoff. Good Housekeeping: The following good housekeeping practices will be followed on-site during the construction project: • An effort will be made to store only enough product required to do the job. • All materials stored on-site will be stored in a neat,orderly manner in their appropriate containers and,if possible,under a roof or other enclosure. • Products will be kept in their original containers with the original manufacturer's label. • Substances will not be mixed with one another unless recommended by the manufacturer. • Whenever possible,all of a product will be used up before disposing of the container. • Manufacturers'recommendations for proper use and disposal will be followed. • The site superintendent will inspect daily to ensure proper use and disposal of materials on-site. Hazardous Products: These practices are used to reduce the risks associated with hazardous materials: • Products will be kept in original containers unless they are not re-sealable. • Original labels and material safety data will be retained;they contain important product information. • If surplus product must be disposed of,manufacturers'or local and state recommended methods of proper disposal will be followed. 4 SPILL PREVENTION(Continued) Product Specific Practices AUI The following product specific practices will be followed on-site: Petroleum Products: All on-site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Fuel oil for construction machinery will be stored in an above-ground tank with a suitable containment system. Material safety data sheets will be filed in the site superintendent's trailer.Any asphalt substances used on-site will be applied according to the manufacturer's recommendations. Fertilizers: Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer.Once applied,fertilizer will be worked into the soil to limit exposure to stormwater.The contents of any partially used bags of fertilizer will be transferred to resealable plastic bags to avoid spills. Paints: IN All containers will be tightly sealed and stored when not required for use.Excess paint will not be discharged to the storm sewer system,but will be properly disposed of according to manufacturers'instructions or state and local regulations. Concrete Trucks: Concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water to the concrete washout area. Spill Control Practices RP In addition to the good housekeeping and material management practices discussed in the previous sections of this plan,the following practices will be followed for spill prevention and cleanup: • Manufacturers'recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. • Materials and equipment necessary for spill cleanup will be kept in the material storage area on-site.Equipment and materials will include but not be limited to brooms,dust pans,mops,rags,gloves,kitty litter,sand,sawdust,and plastic and metal trash containers specifically for this purpose. • All spills will be cleaned up immediately after discovery. • The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with hazardous substance. • Reportable spills of any petroleum-based material will be reported to the appropriate state or local government agency. • The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring and how to clean up the spill if there is another one. A description of the spill,what caused it,and the cleanup measures will also be included. • The site superintendent responsible for the day-to-day operations will be the spill prevention and cleanup coordinator. He will designate at least three other site personnel who will receive spill prevention and cleanup training.These individuals will each become responsible for a particular phase of prevention and cleanup. The names of responsible spill personnel will be posted in the material storage area and in the office trailer on-site. 5 POLLUTION PREVENTION PLAN CERTIFICATION I certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP for the construction site identified in such SWPPP as a condition of authorization to discharge stormwater. I also understand that the operator must comply with the terms and conditions of the New York State Pollutant Discharge Elimination System("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Signed: Owner Date: CONTRACTOR'S CERTIFICATION I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings." Signature For Responsible for Trained Contractor Date: Date: Date: Date: Date: 6 Signature For Responsible for Date: Date: Date: Date: Date: Date: Date: Date: Date: 7 New York State Stormwater Management Design Manual Chapter 5: Green Infrastructure Practices Section 5.1 Planning for Green Infrastructure:Preservation of Natural Features and Conservation Design Table 5.3 Soil Restoration Requirements Type of Soil Disturbance Soil Restoration Requirement Comments/Examples No soil disturbance Restoration not permitted Preservation of Natural Features Minimal soil disturbance Restoration not required Clearing and grubbing Areas where topsoil is HSG A&B HSG C&D Protect area from any ongoing stripped only-no change apply 6 inches Aerate* and apply 6 construction activities. in grade of topsoil inches of topsoil HSG A&B HSG C &D Areas of cut or fill Aerate and Apply full Soil apply 6 inches Restoration** of topsoil Heavy traffic areas on site (especially in a zone 5-25 Apply full Soil Restoration(de- feet around buildings but not within a 5 foot compaction and compost enhancement) perimeter around foundation walls) Keep construction equipment from Areas where Runoff Restoration not required,but may be crossing these areas. To protect Reduction and/or newly installed practice from any Infiltration practices are applied to enhance the reduction ongoing construction activities applied specified for appropriate practices. construct a single phase operation fence area Soil Restoration is required on Redevelopment projects redevelopment projects in areas where existing impervious area will be converted to pervious area. *Aeration includes the use of machines such as tractor-drawn implements with coulters making a narrow slit in the soil,a roller with many spikes making indentations in the soil,or prongs which function like a mini-subsoiler. ** Per"Deep Ripping and De-compaction,DEC 2008". Using this Practice During periods of relatively low to moderate subsoil moisture, the disturbed subsoils are returned to rough grade and the following Soil Restoration steps applied: 1) Apply 3 inches of compost over subsoil 5-19 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water,Bureau of Water Permits 625 Broadway,Albany,New York 12233-3505 P:(518)402-8111 1 F:(518)402-9029 www.dec.ny.gov MEMORANDUM TO: Regional Water Engineers FROM: Robert Wither, Chief, South Permit Section SUBJECT: Solar Panel Construction Stormwater Permitting/SWPPP Guidance DATE: April 6, 2018 Issue The Department is seeing an increase in the number of solar panel construction projects across New York State. This has resulted in an increase in,the number of questions on Construction General Permit (CGP) and Stormwater Pollution Prevention Plan (SWPPP) requirements from design professionals because the current CGP (GP- 0-15-002) does not include a specific reference to the SWPPP requirements for solar panel projects in Tables 1 and 2 of Appendix B. To address this issue, the Division of Water (DOW) has developed the following guidance on CGP/SWPPP requirements for the different types of solar panel projects. Scenario 1 The DOW considers solar panel projects designed and constructed in accordance with the following criteria to be a "Land clearing and grading for the purposes of creating vegetated open space (i.e. recreational parks, lawns, meadows, fields)" type project as listed in Table 1, Appendix B of the CGP. Therefore, the SWPPP for this type of project will typically just need to address erosion and sediment controls. 1. Solar panels are constructed on post or rack systems and elevated off the ground surface, 2. The panels are spaced apart so that rain water can flow off the down gradient side of the panel and continue as sheet flow across the ground surface*, 3. For solar panels constructed on slopes, the individual rows of solar panels are generally installed along the contour so rain water sheet flows down slope*, 4. The ground surface below the panels consist of a well-established vegetative cover (see "Final Stabilization" definition in Appendix A of the CGP), 5. The project does not include the construction of any traditional impervious areas (i.e. buildings, substation pads, gravel access roads or parking areas, etc.), 6. Construction of the solar panels will not alter the hydrology from pre-to post development conditions (see Appendix A of the CGP, for definition of "Alter the hydrology..."). Note: The design professional shall perform the necessary site assessment/hydrology analysis to make this determination. NEW PORK Department of Ai( i ovpokiuenv Environmental Conservation *Refer to Maryland's "Stormwater Design Guidance- Solar Panel Installations" attached for guidance on panel installation. **See notes below for additional criteria. Scenario 2 If the design and construction of the solar panels meets all the criteria above, except for item 6, the project will fall under the "All other construction activities that include the construction or reconstruction of impervious area or alter the hydrology from pre-to post development conditions, and are not listed in Table 1" project type as listed in Table 2, Appendix B of the CGP. Therefore, the SWPPP for this type of project must address post-construction stormwater practices designed in accordance with the sizing criteria in Chapter 4 of the NYS Stormwater Management Design Manual, dated January 2015 (Note: Chapter 10 for projects in NYC EOH Watershed). The Water Quality Volume (WQv)/Runoff Reduction Volume (RRv) sizing criteria can be addressed by designing and constructing the solar panels in accordance with the criteria in items 1 —4 above, however, the quantity control sizing criteria (Cpv, Qp and Qf) from Chapter 4 (or 10) of the Design Manual must still be addressed, unless one of the waiver criteria from Chapter 4 can be applied. **See notes below for additional criteria. ** Notes - Item 1: For solar panel projects where the panels are mounted directly to the ground (i.e. no space below panel to allow for infiltration of runoff), the SWPPP must address post-construction stormwater management controls designed in accordance with the sizing criteria in Chapter 4 of the NYS Stormwater Management Design Manual, dated January 2015 (Note: Chapter 10 for projects in NYC EOH Watershed). - Item 5: For solar panel projects that include the construction of traditional impervious areas (i.e. buildings, substation pads, gravel access roads or parking areas, etc.), the SWPPP must address post-construction stormwater management controls for those areas of the project. This applies to both Scenario 1 and 2 above. cc: Carol Lamb-Lafay, BWP Dave Gasper, BWP Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX B. AERIAL PHOTOGRAPH PA March 2022 ' ���'� s.R'-�' ..- .. � , _'1. s� •'y�f��!,•�7 -. �''ts�, � ' k.R !.' rye. i �, � •�.� •i• ' � � i PROJECT LOCATION i, RAAERIAL PHOTOGRAPH March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX C. SITE AS DEPICTED BY THE USGS QUADRANGLE MAP PA March 2022 UNITED FSTATES wILLSEYVILLE ODADRANCLE DEPARMENT O THE NTERIOR a'p NE- BEOLOCICAL SURVEY :5 MINUTE- SERIES{TOPWRAWq �i'iY]V--•30' "••E , .. ''I '.Y ea.1,• V F: .. .. � e i6'xY�x2"A' Z. x i, •- •. ', r ,. „mom,. �.,..:�',,, - •,._ ^4 1' , 1 t Ir 06 ,, } ..r,,.1•nx Y'. 1� �,Fy��,1 J , t t t`I�f 1p. `*��` .. � �t I' ••j,wx.lYtO In 7 RII - I•r ��, .:.� �� ty.• !�s.t. r ,a. yl' .. �',\ ,'4 + 3f n H •'ti'I'n'r.R ►fl rz w !' 41 A. .r• } A N pD)i 0 R !. dM 1 � *•--ram T�, _. ..----r ,L 1 r Rx'A' - r' •'. — d' i .. .. :.ice .. _- _— �.3:._. �.� - � � q'Ir le� � n i r n x,3� eo .. „ rX � _ .. ��,Ia..�r• �yy Mlppq."IN.mp PIWLIW N[I,I 0eamya1 SR y , R[IAD CLRSSIiICA11OX diiliF a��C;d Retied In uepelwlMR wdh Hew Twh Deparlmwnl oI Tnnapwlalwn _ r - - _ -__ - - it ears,wrwx"' Typ11'.944 MW^bwmn.,[me M.e er.Rn. IN is�..tp�o n Nnmpo.tl rnx9,4+p Ory .9M Iuk[Roves]V19.'Rnixee rwn,n.nnb X10rF / Nil+n ........r pnXyxlm seem lrlW. Iwie.n.ces ISNrr, rX"' L l 'pq,y.ie pgnRm 10]]Neren Amxrman Baum "m" Wre.r i�•F�x V�L[•F, �� �SIXe Rwlw ]O. leel Iris vexes nrw mRrwemes ayrxm[nnb4 mrw ` L 1 M6nan�hw.�i rxn.X�W�exrs I'•e emx I WILLSE "L .N.Y. elpl'I i 9n ■��b e..�,.e....„e�.,i.x,..es 4-..w Rae u.e[v,.. Mrx xe+rn b5-wRaa v,.9 •MI ne1,Y sr_KA,xO Yvl 3Lp��K,{IrXlt�"` Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX D. NYS ENVIRONMENTAL RESOURCE MAPPING RA March 2022 V G urd a-ma n Rd entry F i s`ration © '9dB l Town ofDanbyj ` 6 1 �y I Dan Tow n Hall D—by Fede ra ed PROJECT LOCATION Church a Dan by Vi llage cen,am y Layars and Le6end L ❑Am Layers J ❑ unique Geological Features r r ❑�—Waterbody Classifications for Rivers/Streams ® Cenrer `l�u�, ❑ 3❑0 600ft v ❑� WaterbodyClassifications for Lakes ❑� El State Regulated Freshwater Wetlands {Outside of the Adirondack Park} n State Regulated Wetland Checkzone ❑Imperiled Musseks Mussel Screening Ponded Waters Mussel Screening Streams ❑ Significant Natural Communities PA ENVIRONMENTAL RESOURCE MAPPER March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX E. FEDERAL. WETLAND MAPPING RA March 2022 U.S. Fish and Wildlife Service National Wetlands Inv entory Norbut Solar-Danby 12831C awn of D ■T 1 ' - 1 • r an i f _ -r w f ., fA 7.�4,445r fl 4.125 fl.25 0.5 mi � { ■ fl 4.175 D.35 U.7 km �' s June 28,2��1 This map isfor general reference only.The LIS Fish and Wildlife Service is not responsible for the accuracy or currentness of the Wetlands base data shown on this map.All wetlands related data should Freshwater Emergent Wetland . Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site. . Estuarine and Marine Deepwater Freshwater Forested/Shrub Wetland Other ❑ Estuarine and Marine VtiWetland ❑ Freshwater Pond Riverine RAWETLAND MAP March 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX F. SOILS MAP PA March 2022 s Hydrologic Soil Group—Tompkins County,New York a (NORBUT SOLAR DANBY) 27M 37H1b TM 37M 3?M 37V0 3mm 37M 37M1 377103 37M 3TT.m 3TADD 377MD 377830 3Z00 37W. rsi-S� 5- Hydrologic Soil Group Yap unit symbol Map unit name Rating Acres in AOI Percent oTAOI BgC Bah soils,5 c 5.6 In 15 parnent slopes - EbB Erie channery sill I—. D 3n.2 34.2% 3 b B p—t slopes Eo4 Chippewa and Alden D D.7 0.C% A2°2]AH'N soils,d to 8 pent+rH 3om 3mm 3mm 3= 3IO1D 37M 37W VAID VNED 3=0 3773m 37M VW YFM 37M 37'iBm slopes ErA Ene-Chippewa than—y D 113 0.2% sill k—,0 1�3 D.+dc�1:7,739 F pied—A��e(]S'x&Y)�� percent slopes 100 ZD 930 coo MAP LEGEND HdC Fk-ard gravelly bam,5 A D.1 0.1% r� m 15 penxnt simple 3m 7m 7 2fm pes vP 1 —:VYbMa�Coremwdrs WG9m 64 Fj6:If etifM dme 19i LN` Slo 3584 Area of Interest[AOI] C LaB Langrord channery sin: D 53.1) 48.3% Area of Interest AOI) ■ CIDloam.2:o a peroen: slams Soils LaB3 Largrord channery sil: D 3.1 2.8% Soil Rating Palygons loam,3 w 8 percent 0 A 0 Not rated or not available slopes,eluded 0 RIO Water Features Mac Mardi n channmy sit D 112 0.1% Streams and Canals loam,81a 15 percent 0 B slopes Transportation Hook RhA Red gravelly st BID 93 8.11% 0 BI0 i-I-F Rah loam,0 to 5 percent 0 C Interstate Highways s ope 0 C1D us Routes Ws Waylarxl soFs mnple� 6�4 6.5 0.916 �- 0 b 3 peteen[slope 0 13 Major Roads �c—fly flooded Totalstor Area of Interest 111.6 1g8_d% 0 Not rated or not available Lord Roads RA SOILS MAP March 2022 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX G. FEMA MAPPING RA March 2022 KEY TO SYMBOLS ZONE G4 ........o-ti5:. •... fd20NEDE6IGNATIONS• 4}:TI ......................... ZONE C Ear Flood 61—Um with dwnw in iaa2 513 S—FI d EMM.INR arl—unibnn wI1hM Ear IEL 6271 Elwnion Ealnwrra U.4 NM)Y Rhwr UFA .M1.6 'EXPLANATION OF ZONE DESIGNATIONS A............mwlm,xM Felwe..wnwwrwlr.e.mm.ner.ecwmnr le r.,,a A..gXrw Raw IwF•rb.ln,Few b,Nnmm�•uwXp FFMA M•. lam E,/an,Fwn CORPORATE L1MIT5 A Ar,«dt06v.•r lew lap6-1 Xrwe w.Men••111 new]n«r61•pw,MFemrm�Xcw a.qn 1M 100•.,r.nnNmey Raw O,pFn le f.w.wwun a 1w11•M m R,r ew,.eenel Mu xM1•n 16 1 Aw V Md100vw FMXow M1oo4M.Mr.MaM w.p,M1w•Il on•I11aM IN«I)IIM:bw � nm6 N«wianF•r••no.n.puF M XeoG n•+ar!Nvow Fr.Owam,M. f �} * AlAXI N..,d 100.F.r llew.ps.nm!N«nirw,r�a Ilwa n•ur6 eMv.enwmmw. 01 RT.g63A d2 03 Aga «aaloo..n now wwmolMwp•now•rwwmon mr.m.nr x.nnr.�,.n.wM J P P' n neee,M.ren,aw M1eea nuwa IMwa nr blwmmw. aJP�I"Ei E'1• a Ae••IwHw.n rim,ualm.r...Ilme.r�e soor•w xe,a.r.nal.......... neewM GH GP wow.—h. I—I r O EHI J cc A...e Dona 600«.r 1a.6 O •- JGP �C 9 A•.•.a enbrwm�nw.p1 sanH..new nurb. THIS AREA 00 COMMUNITY U CA �. r O Y A—..11O0 Y.w—AM Irma w.n vNeun iw,r.M�enF w,.Fbw N«nim..w new SHOWN AS INSET AON PAGE we IMrNV MI blwmmw. 6 — O vtvl9 Ar...a trvl r.re...rrtliee.r.nn.Nw:N nu.r.ruuy;M..IIm.N«wm„n.Item M.•re I.nw blrm,m6. NOTES TO USER z I Cr........Mr�n ln.w.e�N ue.an,.rar...I«nw A.ne vlmm n.nmMwpllew xenna AO .nmr.xd.n�m.«e amXr«.XFNb,Pwwraw n....e H... NELSON RD. XNwre M FL000 iN5URINCE.AIE MAP EFFECTIVE un .n..,epv xe m�.clwn�n m..eiwe.nw..I«nwn.w brn.M..b,n.,urwnw nm,m n Iiew.mer. In..mmm.n�N.crnwr rw.�..�..rc..«nr.w c.n In• //�� i wM1 Few aw..rc.hgr•m.n rr01 on 6620 1d4* OJ J--/ TINITIAL IDEN71FICATION AUGUST 2,1974 FL000 HALa.RO 90UN0ARY MA►REVISIONS JVNE 25.1916 FL000 INSURANCE RATE MAP EFFECTIVE:MAY IS,1985 FLOOD INSURANCE RATE MAP REVISIONS_j 11 1i 0) federal emergency management agency THIS AREA OF COMMUNITY SHOWN AS INSET B ON PAGE Oa FIRM 'PAGE NOT/RINTEO—AREA IN ZONE C FLOOD INSURANCE RATE MAP 01-06 MAP INDEX TOWN OF DANBY, NY (TOMPKINS CO.) COMMUNITY NUMBER 3608458 RA FEMA MAP March 2022 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX H. ARCHEOLOGICAL SENSITIVE AREAS & IPAC LONG EARED BAT CONSISTENCY LETTERS RA March 2022 Gunderman Rd _ D� � ■..•'Onµ��� �OC Fu Staten 4 G �96B ® Town of Danby ■ �1 Town t., ourt; a nby Village Cemetery ■ 96 B ■ eK Gee tF vP �e gs Poi a Llcb Ru "d ??tea 5 0 T 3er) 3W 600" County of Tompkins,Esri,HERE,Gormin,INCREMENT P,Intermop,NG&USGS RAARCHEOLOGICAL SENSITIVE AREAS MAP March 2022 I,STA' RK Parks, Recreation, E OF4RTUNITY. and Historic Preservation KATHY HOCHUL ERIK KULLESEID Governor Commissioner December 1, 2021 Austin Goodwin Civil Engineer: Passero Associates 242 W. Main Street, Suite 100 Rochester, NY 14614 Re: DEC Norbut Solar Danby/15 MW/80 of 111 Acres 54 Bald Hill Rd, Ithaca 21 PR03383 Dear Austin Goodwin: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted materials in accordance with the New York State Historic Preservation Act of 1980 (section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the Division for Historic Preservation and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6NYCRR Part 617). We have reviewed the submitted Historic Resources Survey Report and Zone of Visual Impact (ZVI) map for the proposed 15mw, 74.8-acre photovoltaic solar energy generation facility located within the Town of Danby on the north side of Bald Hill Road. We note that nine already identified and newly identified properties that are eligible to be listed on the State and National Registers of Historic Places (S/NR) are located within the identified one-mile ZVI, with the Roe Barn noted as the only property with a direct visual impact. We note the majority of the proposed solar facility is currently surrounded by dense vegetation and low hills, providing natural screening. A 7-foot-tall fence is planned to surround the entire facility, and the access road is utilizing an existing road. Based on our review of the submitted documents and existing conditions, it is the opinion of the OPRFP that the proposed project will have No Adverse Impact to on historic and archaeological resources, provided the following condition is met: 1. Provide year-round vegetative screening around the perimeter of the proposed poles and Point of Interconnection to reduce visibility of the poles located adjacent and north of the Roe Barn. This will be in addition to the planned temporary construction fence described in the provided report. If you have any questions, please feel free to reach out via email. Sincerely, 1�,�7,- _ Sara Mclvor Historic Preservation Technical Specialist E-mail: sara.mcivor(cD Parks.ny.gov cc: D. Cox— Passero K. Stuck— Preservation Studios New York State Office of Parks, Recreation and Historic Preservation Division for Historic Preservation,Peebles Island, PO Box 189,Waterford, New York 12188-0189 (518)237-8643•https:Hparks.ny.gov/shpo pfr pax F7:#i4 uPe NEFm IrE United States Department of the Interior FISH AND WILDLIFE SERVICE '0-9CH 3k$5 New York Ecological Services Field Office 3817 Luker Road Cortland,NY 13045-9385 Phone: (607) 753-9334 Fax: (607)753-9699 http://www.fws.gov/northeast/nyfo/es/section7.htm In Reply Refer To: June 29, 2021 Consultation Code: 05E1NY00-2021-SLI-3241 Event Code: 05E1NY00-2021-E-09981 Project Name: Norbut Solar Danby 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 (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). This list can also be used to determine whether listed species may be present for projects without federal agency involvement. 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 ESA, 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 ECOS-IPaC site at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. If listed, proposed, or candidate species were identified as potentially occurring in the project area, coordination with our office is encouraged. Information on the steps involved with assessing potential impacts from projects can be found at: http:// www.fws.gov/northeast/nyfo/es/section7.htm Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act(16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle guidance.html). Additionally, wind energy projects should follow the Services wind 06/29/2021 Event Code: 05E1NY00-2021-E-09981 2 energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migrator birds/CurrentBirdlssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. 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 ESA. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): ■ Official Species List 06/29/2021 Event Code: 05E1NY00-2021-E-09981 1 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: New York Ecological Services Field Office 3817 Luker Road Cortland, NY 13045-9385 (607) 753-9334 06/29/2021 Event Code: 05E1NY00-2021-E-09981 2 Project Summary Consultation Code: 05E1NY00-2021-SLI-3241 Event Code: 05E1NY00-2021-E-09981 Project Name: Norbut Solar Danby Project Type: POWER GENERATION Project Description: The project is the development of three solar fields (21.0, 2 1.1 & 24.7 AC respectively) over ±111.67 acres of empty farmlands/woodlands in the Town of Danby, NY. The project will utilize a pervious access drive approved by NYSDEC and avoid all encroachment to the intermittent tributary and flagged wetlands on site. The project is set to begin late 2021-2022. Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/042.35180285,-76.49344022451143,14z Town nr I. {5 -1 -Xi.P.i Counties: Tompkins County, New York 06/29/2021 Event Code: 05E1NY00-2021-E-09981 3 Endangered Species Act Species There is a total of 1 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 Fisheries1, 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. 1. 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. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/9045 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. pfr pax F7:#i4 uPe NEFm IrE United States Department of the Interior FISH AND WILDLIFE SERVICE '0-9CH 3k$5 New York Ecological Services Field Office 3817 Luker Road Cortland,NY 13045-9385 Phone: (607) 753-9334 Fax: (607)753-9699 http://www.fws.gov/northeast/nyfo/es/section7.htm IPaC Record Locator: 772-103425684 June 29, 2021 Subject: Consistency letter for the 'Norbut Solar Danby' project indicating that any take of the northern long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50 CFR §17.40(o). Dear Austin Goodwin: The U.S. Fish and Wildlife Service (Service) received on June 29, 2021 your effects determination for the 'Norbut Solar Danby' (the Action)using the northern long-eared bat (Myotis septentrionalis) key within the Information for Planning and Consultation (IPaC) system.You indicated that no Federal agencies are involved in funding or authorizing this Action. This IPaC key assists users in determining whether a non-Federal action may cause "take"Lli of the northern long-eared bat that is prohibited under the Endangered Species Act of 1973 (ESA) (87 Stat.884, as amended; 16 U.S.C. 1531 et seq.). Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50 CFR §17.40(o). Unless the Service advises you within 30 days of the date of this letter that your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to result in unauthorized take of the northern long-eared bat. Please report to our office any changes to the information about the Action that you entered into IPaC, the results of any bat surveys conducted in the Action area, and any dead, injured, or sick northern long-eared bats that are found during Action implementation. If your Action proceeds as described and no additional information about the Action's effects on species protected under the ESA becomes available, no further coordination with the Service is required with respect to the northern long-eared bat. [1]Take means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct [ESA Section 3(19)]. 06/29/2021 IPaC Record Locator: 772-103425684 2 Action Description You provided to IPaC the following name and description for the subject Action. 1. Name Norbut Solar Danby 2. Description The following description was provided for the project 'Norbut Solar Danby': The project is the development of three solar fields (21.0, 2 1.1 & 24.7 AC respectively) over±111.67 acres of empty farmlands/woodlands in the Town of Danby, NY. The project will utilize a pervious access drive approved by NYSDEC and avoid all encroachment to the intermittent tributary and flagged wetlands on site. The project is set to begin late 2021-2022. Approximate location of the project can be viewed in Google Maps: https://www.google.com/ maps/(a)42.35180285,-76.49344022451143,14z ,axdern.s..R3 Town DIE {7 7 FdY -:-PA ix Determination Key Result This non-Federal Action may affect the northern long-eared bat; however, any take of this species that may occur incidental to this Action is not prohibited under the final 4(d) rule at 50 CFR §17.40(o). Determination Key Description: Northern Long-eared Bat 4(d) Rule This key was last updated in IPaC on May 15, 2017. Keys are subject to periodic revision. This key is intended for actions that may affect the threatened northern long-eared bat. The purpose of the key for non-Federal actions is to assist determinations as to whether proposed actions are excepted from take prohibitions under the northern long-eared bat 4(d) rule. If a non-Federal action may cause prohibited take of northern long-eared bats or other ESA-listed animal species, we recommend that you coordinate with the Service. 06/29/2021 IPaC Record Locator: 772-103425684 3 Determination Key Result Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50 CFR §17.40(o). Qualification Interview 1. Is the action authorized, funded, or being carried out by a Federal agency? No 2. Will your activity purposefully Take northern long-eared bats? No 3. [Semantic] Is the project action area located wholly outside the White-nose Syndrome Zone? Automatically answered No 4. Have you contacted the appropriate agency to determine if your project is near a known hibernaculum or maternity roost tree? Location information for northern long-eared bat hibernacula 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.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 and hibernacula is available at www.fws.gov/midwest/endangered/ mammals/nleb/nhisites.html. Yes 5. Will the action affect a cave or mine where northern long-eared bats are known to hibernate (i.e., hibernaculum) or could it alter the entrance or the environment (physical or other alteration) of a hibernaculum? No 6. Will the action involve Tree Removal? Yes 7. Will the action only remove hazardous trees for the protection of human life or property? No 8. Will the action remove trees within 0.25 miles of a known northern long-eared bat hibernaculum at any time of year? No 06/29/2021 IPaC Record Locator: 772-103425684 4 9. Will the action remove a known occupied northern long-eared bat maternity roost tree or any trees within 150 feet of a known occupied maternity roost tree from June 1 through July 31? No 06/29/2021 IPaC Record Locator: 772-103425684 5 Project Questionnaire If the project includes forest conversion, report the appropriate acreages below. Otherwise, type Win questions 1-3. 1. Estimated total acres of forest conversion: 33 2. If known, estimated acres of forest conversion from April 1 to October 31 33 3. If known, estimated acres of forest conversion from June 1 to July 31 0 If the project includes timber harvest, report the appropriate acreages below. Otherwise, type `0'in questions 4-6. 4. Estimated total acres of timber harvest 0 5. If known, estimated acres of timber harvest from April 1 to October 31 0 6. If known, estimated acres of timber harvest from June 1 to July 31 0 If the project includes prescribed fire, report the appropriate acreages below. Otherwise, type Win questions 7-9. 7. Estimated total acres of prescribed fire 0 8. If known, estimated acres of prescribed fire from April 1 to October 31 0 9. If known, estimated acres of prescribed fire from June 1 to July 31 0 If the project includes new wind turbines, report the megawatts of wind capacity below. Otherwise, type Win question 10. 10. What is the estimated wind capacity (in megawatts) of the new turbine(s)? 0 Stormwater Pollution Prevention Plan Norbut Solar- Danby New York APPENDIX I. CURVE NUMBER WORKSHEETS F)A April 2021 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 1 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area LaB,LaB3,EbB, EcA,RhA,BgC, Woods Or Forest Land Woods-Fair condition D 77 35.9 2764 Ws LaB,LaB3,EbB, EcA,RhA,BgC, Meadow Meadow-Good Condition D 78 46.24 3607 Ws BgC Meadow Meadow-Good Condition C 71 2.79 198 Total Area x Cn 6569 Total Area 84.93 Weighted CN 77.3 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 2 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area EbB,LaB,EbB Woods Or Forest Land Woods-Fair condition D 77 11.58 892 BgC Woods Or Forest Land Woods-Fair condition C 70 0.41 29 EbB,LaB,EbB Meadow Meadow-Good Condition D 78 6.89 537 BgC Meadow Meadow-Good Condition C 71 2.41 171 Total Area x Cn 1629 Total Area 21.29 Weighted CN 76.5 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 3 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area MaC,EbB,LaB3, Woods Or Forest Land Woods-Fair condition D 77 1.02 79 La B MaC,EbB,LaB3, Meadow Meadow-Good Condition D 78 0.64 50 La B Total Area x Cn 128 Total Area 1.66 Weighted CN 77.4 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 4 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area ErA,LaB Woods Or Forest Land Woods-Fair condition D 77 2.74 211 Total Area x Cn 211 Total Area 2.74 Weighted CN 77.0 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129 EXISTING DRAINAGE AREA 5 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area LaB Meadow Meadow-Good Condition D 78 1.01 79 HdC Meadow Meadow-Good Condition A 30 0.15 5 Total Area x Cn 83 Total Area 1.2 Weighted CN 71.79 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 1A 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area LaB,LaB3,EbB, EcA,RhA,BgC, Woods Or Forest Land Woods-Fair condition D 77 12.32 949 Ws LaB,LaB3,EbB, EcA,RhA,BgC, Meadow Meadow-Good Condition D 78 67.97 5302 Ws BgC Meadow Meadow-Good Condition C 71 2.79 198 Pervious Access Drive Approved by NYSDEC LaB,EbB,EcA, Paved Parking Roofs Driveways Etc Standard D 91 1.85 168 RhA Concrete Transformer Pads LaB,RhA I Paved Parking Roofs Driveways Etc Standard D 98 0.028 3 Total Area x Cn 6619 Total Area 84.96 Weighted CN 77.9 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 2 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area EbB,LaB,EbB Woods Or Forest Land Woods-Fair condition D 77 3.2 246 BgC Woods Or Forest Land Woods-Fair condition C 70 0.41 29 EbB,LaB,EbB Meadow Meadow-Good Condition D 78 15.27 1191 BgC Meadow Meadow-Good Condition C 71 2.41 171 Total Area x Cn 1637 Total Area 21.29 Weighted CN 76.9 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 3 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area MaC,EbB,LaB3, Woods Or Forest Land Woods-Fair condition D 77 1.02 79 La B MaC,EbB,LaB3, Meadow Meadow-Good Condition D 78 0.64 50 La B Total Area x Cn 128 Total Area 1.66 Weighted CN 77.4 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 4 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn Area ErA,LaB Woods Or Forest Land Woods-Fair condition D 77 2.74 211 Total Area x Cn 211 Total Area 2.74 Weighted CN 77.0 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129 PROPOSED DRAINAGE AREA 5 3/25/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area LaB Meadow Meadow-Good Condition D 77 0.7 54 HdC Meadow Meadow-Good Condition A 30 0.09 3 LaB Paved Parking Roofs Driveways Etc Standard D 91 0.31 28 Pervious Access Drive Approved by NYSDEC HdC Paved Parking Roofs Driveways Etc Standard A 91 0.06 5 Pervious Access Drive Approved by NYSDEC Total Area x Cn 90 Total Area 1.2 Weighted CN 77.82 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX J. EXTREME PERCIPITATION, TIME OF CONCENTRATION WORKSHEETS AND STORM HYDROGRAPHS RA March 2022 6/28/2021 Extreme Precipitation Tables:42.458°N,76.549°W Extreme Precipitation Tables Northeast Regional Climate Center Data represents point estimates calculated from partial duration series.All precipitation amounts are displayed in inches. Smoothing Yes State New York Location Longitude 76.549 degrees West Latitude 42.458 degrees North Elevation 0 feet Date/Time Mon,28 Jun 2021 13:09:53-0400 Extreme Precipitation Estimates 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day 7day 10day lyr 0.28 0.43 0.53 0.70 0.87 1.07 lyr 0.75 0.95 1.21 1.44 1.70 1.99 2.25 lyr 1.76 2.16 2.56 3.09 3.55 lyr 2yr 0.32 0.50 0.62 0.82 1.03 1.26 2yr 0.89 1.13 1.43 1.70 2.00 2.34 2.60 2yr 2.07 2.50 2.94 3.48 3.98 2yr 5yr 0.38 0.59 0.74 0.99 1.27 1.57 5yr 1.09 1.40 1.78 2.12 2.49 2.90 3.24 5yr 2.56 3.11 3.63 4.21 4.80 5yr 10yr 0.42 0.67 0.84 1.14 1.49 1.86 10yr 1.29 1.64 2.11 2.52 2.95 3.41 3.82 10yr 13.02 3.68 4.26 4.86 5.53 1 10yr 25yr 1 0.50 0.79 1.01 1.39 1.85 2.32 25yr 1.59 2.04 2.64 3.15 3.68 4.23 4.76 25yr 3.7514.581 5.26 5.88 6.68 25yr 50yr 0.56 0.90 1.16 1.62 2.17 2.75 50yr 1.88 2.40 3.13 3.73 4.35 4.98 5.62 50yr 4.41 5.41 6.18 6.79 7.71 50yr 100yr 0.63 1.02 1.32 1.87 2.56 3.25 100yr 2.21 2.84 3.72 4.43 5.14 5.87 6.65 100yr 5.20 6.39 7.26 7.84 8.89 100yr 200yr 0.72 1.18 1.53 2.19 3.02 3.85 200yr 2.60 3.35 4.40 5.24 6.08 6.92 7.86 200yr 6.13 7.55 �in 10.26 200yr 500yr 0.86 1.41 1.84 2.67 3.75 4.81 500yr 3.23 4.18 5.51 6.55 7.58 8.60 9.81 500yr 7.62 9.43 12.41 500yr Lower Confidence Limits 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 112hr 24hr 48hr lday 2day 4day 7day 10day lyr 0.25 0.39 0.47 0.63 0.78 0.82 lyr 0.67 0.81 0.91 1.10 1.51 1.80 2.05 lyr 1.60 1.97 2.40 2.90 3.22 lyr 2yr 0.32 0.49 0.60 0.82 1.01 1.12 2yr 0.87 1.09 1.24 1.53 1.87 2.26 2.52 2yr 2.00 2.42 2.84 3.39 3.88 2yr 5yr 0.36 0.55 0.69 0.94 1.20 1.32 5yr 1.04 1.30 1.45 1.78 2.18 2.65 2.98 5yr 2.35 2.87 3.36 3.91 4.48 5yr 10yr 0.40 0.61 0.76 1 1.06 1 1.37 1.51 1 10yr 1.18 1.47 1.63 1.99 2.47 3.01 3.36 10yr 2.66 3.23 3.75 4.36 5.01 1Oyr 25yr 0.46 0.69 0.86 1.23 1.62 1.78 25yr 1.40 1.74 1.91 2.29 2.88 3.51 3.891 25yr 3.10 13.74 14.35 5.00 5.79 25yr 50yr 0.501 0.77 0.96 1.37 1.85 2.02 50yr 1.60 1.98 2.15 2.56 3.25 3.96 4.32 50yr 3.51 4.16 4.84 5.55 6.45 50yr 100yr 0.561 0.84 1.06 1.53 2.09 2.31 100yr 1.81 2.26 2.42 2.86 3.67 4.46 4.79 100yr 3.94 4.61 5.38 6.16 7.18 100yr 200yr 0.621 0.93 1.18 1.72 2.39 2.63 200yr 2.06 2.57 2.74 3.20 4.14 5.00 5.29 200yr 4.43 5.09 5.95 6.79 7.97 200yr [500yr 0.72t 1.07 1.38 2.00 2.85 3.14 500yr 2.46 3.07 3.22 3.71 4.86 5.82 5.97 500yr 5.15 5.74 6.73 7.71 9.15 SOOyr Upper Confidence Limits 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day 7day 10day lyr 0.30 0.47 0.57 0.77 0.94 1.04 lyr 0.81 1.02 1.17 1.44 1.77 2.16 2.39 lyr 1.91 2.30 2.72 3.27 3.75 lyr 2yr 0.34 0.52 0.64 0.87 1.07 1.19 2yr 0.92 1.16 1.32 1.63 1.99 2.43 2.71 2yr 2.15 2.61 3.05 3.60 4.11 2yr 5yr 0.40 0.62 0.77 1.06 1.35 1.53 5yr 1.16 1.49 1.68 2.05 2.52 3.15 3.50 5yr 2.79 3.37 3.90 4.54 5.17 5yr 10yr 1 0.471 0.72 0.89 1 1.25 1.61 1.85 10yr 1.39 1.81 2.03 2.4613.041 3.86 4.27 1 10yr 3.42 1 4.11 4.79 5.42 6.16 10yr 25yr 0.581 0.88 1.09 1.56 2.05 2.41 25yr 1.77 2.36 2.60 3.14 3.901 5.04 5.58 25yr 4.46 5.37M1652123 7.79 25yr 50yr 0.68 1.03 1.28 1.84 2.48 2.93 50yr 2.14 2.86 3.14 3.77 4.71 6.18 6.84 50yr 5.47 6.58 9.31 50yr 100yr 0.79 1.20 1.50 2.17 2.98 3.56 100yr 2.57 3.48 3.79 4.54 5.67 7.58 8.40 100yr 6.71 8.07 11.14 100yr 200yr 0.93 1.40 1.77 2.�14,* 4.35 200yr 3.09 4.25 4.58 5.46 6.84 9.30 10.33 200yr 8.23 9.93 13.34 200yr SOOyr 1.15 1.72 2.21 3. 5.64 500yr 3.94 5.51 5.88 6.95 8.79 12.21 ]3.62 500yr 10.80 13.09 16.95 SOOyr Au vrered by Northeast Regional Climate Censer precip.eas.cornell.edu/data.php?1624900192245 1/1 I Watershed Model Schematic Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk,Inc.v2022 1 2 r 3 4 5 11 12 13 14 15 CD CD CD 31 32 Legend Hvd. Origin Descriotion 1 SCS Runoff EX-1 2 SCS Runoff EX-2 3 SCS Runoff EX-3 4 SCS Runoff EX-4 5 SCS Runoff EX-5 11 SCS Runoff PR-1 12 SCS Runoff PR-2 13 SCS Runoff PR-3 14 SCS Runoff PR-4 15 SCS Runoff PR-5 31 Combine TOTAL EX 32 Combine TOTAL PR Project: HYDROGRAPH_DANBY.gpw Friday, 03/25/2022 Hydraflow Table of Contents HYDROGRAPH_DANBY.gpw Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Friday,03/25/2022 Watershed Model Schematic...................................................................................... 1 Hydrograph Return Period Recap............................................................................. 2 1 - Year SummaryReport......................................................................................................................... 3 HydrographReports................................................................................................................... 4 Hydrograph No. 1, SCS Runoff, EX-1...................................................................................... 4 TR-55 Tc Worksheet........................................................................................................... 5 Hydrograph No. 2, SCS Runoff, EX-2...................................................................................... 6 TR-55 Tc Worksheet........................................................................................................... 7 Hydrograph No. 3, SCS Runoff, EX-3...................................................................................... 8 TR-55 Tc Worksheet........................................................................................................... 9 Hydrograph No. 4, SCS Runoff, EX-4.................................................................................... 10 TR-55 Tc Worksheet......................................................................................................... 11 Hydrograph No. 5, SCS Runoff, EX-5.................................................................................... 12 TR-55 Tc Worksheet......................................................................................................... 13 Hydrograph No. 11, SCS Runoff, PR-1.................................................................................. 14 Hydrograph No. 12, SCS Runoff, PR-2.................................................................................. 15 TR-55 Tc Worksheet......................................................................................................... 16 Hydrograph No. 13, SCS Runoff, PR-3.................................................................................. 17 TR-55 Tc Worksheet......................................................................................................... 18 Hydrograph No. 14, SCS Runoff, PR-4.................................................................................. 19 TR-55 Tc Worksheet......................................................................................................... 20 Hydrograph No. 15, SCS Runoff, PR-5.................................................................................. 21 TR-55 Tc Worksheet......................................................................................................... 22 Hydrograph No. 31, Combine, TOTAL EX............................................................................. 23 Hydrograph No. 32, Combine, TOTAL PR............................................................................ 24 10 - Year SummaryReport....................................................................................................................... 25 HydrographReports................................................................................................................. 26 Hydrograph No. 1, SCS Runoff, EX-1.................................................................................... 26 Hydrograph No. 2, SCS Runoff, EX-2.................................................................................... 27 Hydrograph No. 3, SCS Runoff, EX-3.................................................................................... 28 Hydrograph No. 4, SCS Runoff, EX-4.................................................................................... 29 Hydrograph No. 5, SCS Runoff, EX-5.................................................................................... 30 Hydrograph No. 11, SCS Runoff, PR-1.................................................................................. 31 Hydrograph No. 12, SCS Runoff, PR-2.................................................................................. 32 Hydrograph No. 13, SCS Runoff, PR-3.................................................................................. 33 Hydrograph No. 14, SCS Runoff, PR-4.................................................................................. 34 Hydrograph No. 15, SCS Runoff, PR-5.................................................................................. 35 Hydrograph No. 31, Combine, TOTAL EX............................................................................. 36 Hydrograph No. 32, Combine, TOTAL PR............................................................................ 37 100 - Year SummaryReport....................................................................................................................... 38 HydrographReports................................................................................................................. 39