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Consolidated Response Package NSF Danby 05-10-22
PA PASSERO ASSOCIATES engineering architecture May 10,2022 Town of Danby Attn: Mr.West 1830 Danby Road Danby,NY Re: NSF Danby Response Package —05/10/22 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 05/10/22 Revisions are to address TG Miller comments &remove roughly half of Array#3 from the design plans in order to accommodate a 20+ acre Management Area for the Northern Harrier and other Wildlife. (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 ®ulated 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. 242 West Main Street,Suite 100 Rochester, NY 14614 T 585.325.1000 F 585.325.1691 www.passero.com (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. SECTION 3a: Solar Array Additional Screening Plans—Revised 05/10/22 Revisions are to match the revised solar site plans,where a portion of array#3 solar panels were removed. The screening plans also include trees along the POI access drive. (12/10/21) 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 05/10/22 Revision is to include the latest SHPO consultation letter,regarding the new POI location. SHPO believes no adverse impacts will be created. (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. Page 2 of 3 (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. 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, Y4��Cox' PEMBA 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) — 05/10/22 SECTION 3a: Solar Array Additional Screening Plans (Revised) — 05/10/22 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) — 05/10/22 *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 — 05/10/22 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 200 0 100 200 400 SITE PLANS F R I SCALE: 1"=200' PASSERO ASSOCIATES engineering architecture -NORBUT SOLAR DANBY TOWN OF DANBY ., TOMPKINS COUNTY, NEW YORK P . N * 20213129 . 0001 GUNDERMAN ROAD 12� a a z m — — O PROJECT o LOCATION Town of Danby N/F BALL LOCATION SKETCH INSTRUMENT#2510-4234 Client: NORBUT SOLAR 1241 UNIVERSITY AVE. Q ROCHESTER, NY 14607 SHEET C T/A 10- 1 12\ N/F RRW m LIBER 610 OF i PASSERO ASSOCIATES T/A 10-1-19.12 242 west Main Street Suite 100 (585)325-1000 '."''''"''''"'''" Rochester,New York 14614 Fax: 585 325-1691 N/F ROE ( ) LIBER 610 OF DEEDS,PAGE 852 ''' ':> ; — — :.::.: :.;: :. K Principal-in-Charge Jess Sudol, PE T/A 10-1 19.2 ::::::::: Project Manager David Cox, PE N/F ROE T/A 10-1-19.12 LIBER 880 OF DEEDS,PAGE 25 N/F ROE Designed by Austin Goodwin, EIT. LIBER 610 OF DEEDS,PAGE 852 :: \ ::::::• of Ntw N/F BRUCE/AUGE T/A 10-1-21.14 1 � I T/A 10-1-23 � LIBER 859 OF DEEDS, PAGE 67 J� N/F STIEFELm I fil I q INSTRUMENT#2018-07355 �:<:� I I N/F TOWN OF DANBY T... . I I LIBER 245 OF DEEDS, n 1 I � PAGE 484 off ) it O R FE $p�P�• SHEET C 103 ® SHEET C 05SHEET C 107 SHEET C 109 I I S I Q T T/A 9-1-11.42 N/ I FBEENERS I I N/F BRUCE/AUGE INSTRUMENT#450507-001 I I Revisions LIBER 859 OF DEEDS,PAGE 67 I I I No. Date By Description l I I 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS 11 0 o — — 1 :: \ ( I 3 10/6/21 ABG PER TG MILLER COMMENTS �'r •. I 1 4 11/01/21 ABG PER SHPO COMMENTS W —I I 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP 6 11/30/21 ABG PER NS 7 12/011/21 ABG PER NOCILUSONIOOF TCSW WETLANDS KEN 8 01/03/22 ABG PER NYSDEC COMMENTS U _ — — /� 9 03/25/22 ABG PER NYSDEC & TCSW COMMENTS W ••�••• ——__ _ � \� I / UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN / VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND CO : \ �/ ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED T/A 9-1-13.22 :;da�.::•::•::•.v ®® o N/F NITCHMAN .. INSTRUMENT#2020-12573 COVER LU P �ti O / A s NORBUT SOLAR — — » --;:::::::. F DANBY SITE SHEET C 102 : .........- SHEET C 104 , SHEET C 106 SHEET C 108 U o O i 3 .. ..... ....... S 1 i _ :::ll Q \ "".. """ Town/City: ITHACA ... o T/A9-1-13.23 ® T/A 10 1-21.124 �1J\ p / oC. N/F MASTROBERTI \ �`-..`"ems' N/F MONTGOMERY �o'�' ��v �� �a`� County: TOMPKINS State: NEW YORK `V INSTRUMENT o �\ O �P Project No. N #2018-06188 INSTRUMENT#2018-10051 P �\ ,\ �G J 20213129.0001 M o/C14yp)�- GO�#� Drawing No. Sheet No. \ G F, �b - - - - - - �`°°�J��b DRAWING INDEX �J S��1q 04 ��0 C- 101 1 N C 101 COVER Scale: z T/A 10-1-57.1 1 T/A 10-1-57 T/A 10-1-56 sTPG /0 / 11 1 T/A 10 1-57.32 N/F RADIN REAL ESTATE LLC N/F MONTGOMERY \ �Lj� /y V) N/F SHALLOWAY C 102 - 1 10 SITE PLANS I _— 200 U INSTRUMENT#590094-001 N/F RADIN REAL ESTATE LLC INSTRUMENT#591007-003 INSTRUMENT#2018-10051 \I 'l'TFyL!ps DateINSTRUMENT#2015-06571 C 201 - 202 NOTES & DETAILS o '1110 s OCTOBER 2021 r NOT FOR CONSTRUCTION c � "I \ i _ \ - 6 i - F'�F�I," \ I 1 1 \ - --_ -\ \ , MATCH LINE C 103 11 \ \\ \\ Iii N \ , I/ / \ — — \ \\ MATCH LINE C 1 \ \ \ \ I / \ \\ \ __ — \ \\ HORIZONTAL SCALE \\ \ . 0 I I I I ) ( \ \ \ \ \ \ \ / \ \ \ \ \ \ \ DISTURBANCE AREAS \ \ \ ,� LLJ I I ,- I I \ I I \ \ \ \ \ \ \ \ \I \ \ \ \ \ \ 40 0 20 40 80 \ \ \ \\ O LLJ I I I ( \ \ ) I \ \\ \ \\ \ \ I \ \ \1 \\ \ \ \ \ \ \ CONCRETE PAD 6 PADS(15.5'X 13'PAD) =1,209 SF \ \ \ \ I � 0 \ V1 / / \ 1 I \ I I I I \ \ \ \\ \ \ \ \ \\ \ \ I \ ) \ I \ \ \ \ \FENCELINE 14,317 LF*1'=14,317 SF \ \ \ ' \ \ I I \ \ I I I 1 \ \ \ ` \ \ \ \ \ \ \ /� \ \ I I I \ \ \ PERVIOUS ACCESS DRIVE 95,938 SF SCALE: 1"=40' \ \ \ \, LLI \ \ \ I \\ I I I I I I \ \ \ \ \ \ GRADING BEYOND ACCESS DRIVE 13,207 SF \ \ \ \ \ \ L1J \\ \ \ I I \ \ I I I I I I I I \\ \ \\ \ \\ \\ \ MV TRENCHES 13,578 SF \ \\ \ \ \ �00 N � \ \ -, I I \ \ EXISTING SLOPES>1. (TYP.) I I I I \ \ \ \ \ \ \ \ 1 ) \ '� CV �\ I/� I I \ \\ I I I I I \ \ \ \\ \ \ \ \ `\ `\ PASSERO ASSOCIATES TOTAL SF 138,249 SF \ \ \ 16' I I \ \ I I I \ \ \ \ \ \ \ P/k TOTAL AC 3.17 AC \\ \ ( \ () 0 /I IIJ \ 11 i I \ \ \\ \ \I II I I I 1 \\ \\ \ \ \ \\ \ \\ \ \� engineering architecture TOTAL SLOPES OVER 15% 1.4 AC(1.3%OF TOTAL CONSTRUCTION AREA) \ \ N N_ / \ \ I �dE \ \ \ - \ \ \ \ \ WITHIN CONSTRUCTION AREA \ \ \ \ \ O r- \ \ \T I \\ \ \ \ \ \ I I \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ r.l z \ I \ \ I I \ \\ \ \ \ \ I I I I \ \ \ \ \ \ I I LEGEND._- PROPERTY BOUNDARY 1 \\ \ \ \\ \ Z / I I 1 ; ` \ \ \ \ \ \ I I I I \\ \ \ \ \ \ \\\ \ \\ I NOTE: \ \ \ \ \ \ \ I I I I \ \ \ \ / \ I I I I \ \ \ \ \\ \ \ I R.O.W. - - R.O.W. q� TOWN OF DANBY REQUIRES<25%SITE COVERAGE(PERVIOUS ACCESS DRIVE+SOLAR ARRAYS) I 1 TREES TO BE REMOVED(TYP ` I I I I \ \\ \\ / I I I I I I \ \\ \\ \ \\ \ \ I EXISTING CENTER 96,838 SF PERVIOUS ACCESS DRIVE+01,093,306 SF SOLAR ARRAYS=1,189,244 SF=27.30 AC I \ \ \ I \ I \\ \ \ - j / / I I ) I \ \ \ \ \ \ \ I - - LINE ROAD 27.30 AC/111.59 PARCEL SIZE=(24.46/o)COVERAGE \ 1 \ \ \ \ \ \ \ \ \ \ / / / / / \ \ \ \ \ \ \ I EXISTING MAJOR NOTE: \ \ \� 1\ \` \\ \ \ ) \ \ \\ \\ \ \\ \\ \\ \\ \ ' // / / /'// / / / / \\ \ \\ \ \ \ 1 ------- 520--- CONTOUR / / \ 1 I I -------- 521 - EXISTING MINOR THE SITE IS NOT WITHIN A 100-YEAR I I PROPOSED SOLAR ARRAY LAYOUT \ \ \ \ \ , / / / I I I I 1 , \ ) \ \ \\ \ \ \ \\ \ \ \\ \ \\ // / / / / / / / \\ \\ \\ \\ I I I CONTOUR FLOODPLAIN PER FIRM MAP I I 1 \ \ \ \ / / / / \ \ I I PROPOSED FENCE 360845 B DATED 6/25/1976. J I I \ \ \ \ / / / / , \ \ / // / / ) ) \ \ \ \ \ \ \ \\ 1\ (/ / / / // / / / \ \ \ \ I I $ PROPOSED SILT FENCE / \ \ I / / / / \ \ \ I I $$IF /SILT SOCK PROPOSED SILT FENCE \ \ \ \ / - \ \ \ fig/ /� /i / / / / / / , \ \ \ \ \\ \ \\ \ \ I I I/ / / / -\ \ \ \ \ \ \ I I EXISTING TREE LINE ,� � / / I \ I \ 1 I I ( / / / \ �� , / / / / I \ \ \ \ \ / 23' \ \ I I /' /'1 1 � -11�ry a�^ o /' / / I /'-_/ I I \I \ \ \ \ \ \\ 23 \\ 1\ I\ _Jj / / I I / / // Lam' ' \\\ \ \\ \ \\ \\ \ \ \ PROPOSED TREE LINE / / / / ` lv" e / I / / I I \ \\ \\ \ \ \ \\ \ 1 1 I / I I --\ \ \ \ \ \ \ REMOVE TREES (\\ // /� /� �/ // / ,�� N / / I I \ \ \ / I -- \ \ \ 1 / / 'll/ / / / N I I \ T \\ \\ \ \\ \ II \ \ \ / I \ \ - - _/ / I I \ \ \ \ \ \ \ 1 SLOPES>15% /-- / / / / I I / J _-/ //' / / I I I / / /1`_� °ry �, \� \\ \\ \\ \ \\ \\ 11 I \\ 1\ (\ \\\__ - // I I i \ \\\ \\ 1\\ \\ \\ r� PROPOSED SOLAR I / / / / 7'TALL WIRE FENCE WITH b" / / N I � \ \ \ I I \ \ _ - \ / / \ \ \ m PANELS / WOODEN POLES SET 10'O.C.SEE / I r' > \ \ I — \ I I \ I / �J / / DETAIL ON SHEET C 201 I I >� >v \ \ \ \ I \ \ _ \ \�/ / I I \\ \ \\ I, \\ / / I I 22 / / / `-- I \ \ T\ \ \ \ \ \ \\ \ PROPOSED±434'FIBER \ ( \ \ \ I \ f , / / / /'" / /' I I I N/F N I TC H M A N / / / I I \\ \\ \\ T�a\ > � \\ \ \ 1. -- ROLL.SEE DETAIL \ \ / 1 II II II II II \\ ��- \\ I I I / / / r / / \ / / / / ) / / I \ . \ \ \��\ I I I I I i i / PROPOSED / / ` � f__ // /' INSTRUMENT #2020- 12573 _/ / _ I I \\ \ `\ I \ \\ I, \ , \, _ _ \ \ \\ 1\ ' I I I I \ \ GUNDERMANROAD ,�� I I I \ / \ \ \ I \ \ \ T° x \ \ \ I \ /' \\\\ I I I I I I I I I r / / / / I -/ / % / \ \ 1 \ \ \ / \ / I I \ s o _ \ 1 I / \\��\\ I I I I I I I I / / / % / / �I / - ' '' / / ' ' ' /iiii / (' I \\'' 1 \ \ I I \ \ \ T '° > \ \ / I I 1 1 I / \ I " / / / / / /% CAPPED RE—BAR I / \ I \ I > \ I \ T IN - \ \\\ 1 / r p / FOUND I ^ l I // �' I I I \\ I >\ `\ ��N \B \� (\ 11 I I I 11 \\ �. z / \\\\ I I I I i I I I I / / N89 17 09 ,_/' 460.r�� / / / / _ / ( / I I \ \ \ w I I w ' ' \\\�\\ I FLAGGED OAK TREE FOUND AT "I I I / / / o /�l / / - ' /-' J ,_ N / \_ N-0.2' / / / I I ) 1 1\ \\ 1 I I \ I I I \ /' // \\\\��\\ I CORNER I i I I I I o I ;S80 2r82 E J\- ED) / / 4--,_�. \ E-0.2' / / I / I \ 1 I I w I i I \\\\ \\ I 1 / I \� / I � / \ \ 1 I \\ N M I «= PROJECT o /' / \\\\\\\\\ I I I I I I dS �S AS dS S d \ \\ / / I / / \ \ \ I \ �r / \\ \\ \ I I I I I I dS \ ) I \. / I / // �/ i II \\ \ \ \ \ 1 1 M ° I Z LOCATION // / \\�\�\ I I I I I I I I I I I 1 \ \ \ \ \ a \ \ \ \ I. f ff\\ \\ I // / / / / \\\\\\\ I I I I I \ I 1 \ \ \ \ —�—� -\ \ \ / / / I \ \ \\ \ \\ 1 I 1 I ' '„n I I I I I \� / / I \ 1 \ I I I // / \\\\\\\\\ , I I I I I I +I _ _J —� �— \ \ \ \ // �/' i (/ I � 1 1 1 \ I I I I I I / \ \ I I 1 1 \ \ \ \ 1 / / / / 1 I 1 \ I I 1 I I I / / \\\\\ \\\ I I I I I I / ( I \ \ \ \ \ \ \ I / ' /' ' '' / I\ \I \I I\ 1\ I 11 \ ��- Town of Danb / / \ \ \\\ I I I I \ \ \ / / / / 1 I / // / �\b \\\\\ I I I / / / I 1 \I I \ \ \ \ \ \ \ \ I I\ / / / ,/ / Y / / //)I-, \\\\\\ I I / / / \ \ \ I \ \ \ I \ \ \ \ I \ \ 1 / / /' �� / / \ I \ \ \ \ I S ;� / � /ii/I � ,>\ ) / / ( 1 I y 1 1 1 \ \ / \ \ \ \ I I /� , � / I \ \ \ 1 \ I I , '� LOCATION SKETCH / ' /i ' III I I / / / 1 I I �, I I I \ \ \ \ I I I / _, I 1 \ \ \ 1 1 \�1/ ( //,��;/ /j JII r I \ \ \ I I / / � / I I \ \ \ 1 \ I /�/ \ \ Client: 1 I 1 \ I I 4 d,/ ����/ /�I\ \\ 1 11 I 1 I I \\ 1 \ \\ \\ \\ \ I i I // / ' /' � / // /" I I \\ \\ \\ 1 1S \ /),\\\4Q '////'/ ! \ \ \, \ 1. I I \\ I \ \ \\ \ i I I // / / / I // /, // // ► i / i \\ \I \ \\ I !%• \/�\\ NORBUT SOLAR I J ////,///,/ TREES TO BE REMOVED(TYP.) I \ I \ '\, \ \ 1 I I / / / / / I I / — / / / I I ,, /,,,,,, , , , I , ' I I 1 \ `\ \ 1 I I I / / / / I I �- - - / / I 1 I � �., 1241 UNIVERSITY AVE. ' I \ 1 \ \ ► \ \ / / ' ' ' I I I ) • ROCHESTER NY 14607 /i,/����/ � \ 1 I I 1 \ I �-/\ \ \ \ 1 I 1 / / / / / l�\..�..y y s -�. / ,/ / /' / I I I I / .• \ \ 1 I \ \ \ \ \ / / / y \y y\ y y W y y y \ / / / I I / \ \ //////i I I 1 \ 1 � \ \ \ / / / !� / / ) l I 1 i I- \ y y y y y y y y y y y y y y y y y y y y y y y�W y y \ PROPOSED SILT FENCE i \ \ ) \ / / /� �y/ y y � y y \ y / / � /� /CAP D RE—BAR 1 \ / / / y \y y\ y y\y y y y /\ / ( ( ( / \ \ // FOUND \ TO BE INSTALLED \ \ \ \ I \ \ \ \ � \ / / / / / 1 y y /y y y/ y y y\y y y y y y y� l� ) I / I I // G^ \ \ / / ALONG CONTOUR I I \ ) / / vI y y/ J y y y y y y y y y y y y y Y / , \ \ / I I \ 1 I \ / / / / . \/ / `. 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LLP I I \ \ I I \ \ I \ \ \ \ \ y y y y y 1 y y y y y y y y\ y y y\ y y \� y y y y y y \wl`-�/ �" � \\ - 1 I i 0o �L-� I I \ I I I t„ (I \ I I 1 \ \ -, \ \ \\ \ \ \ \ \ /1. y y y I" J \y y \ y \y \_ /�I I `� \ SS \ I I I Principal in Charge Jess Sudol, PE \ I y y y y y y y y y `` y y y y y y y y y y y y y y y y y` y y 1y ` y / I I \ \ \ \ \ \ I y y y y J. y y y y y W \y y y l y y y y y y y \ y y Y' Y y y J y `1, I- (I �` a I I -n I \ 1 1 I ) I I — \ \ \ \ \ \ PROPOSED SILT FENCE y y I- WETLAND AREA y\ y y A y y y\y y y y y y \ y y 'y y y I. y � \ I I I Project Manager David Cox, PE \\\ � I / / / I I I I \ \ I\ / \ 1 1 \ \\ \\ \ \ \ \ \ / \\ y � y y TO BE INSTALLED y y yI y y L» y y y y y y\y y y y y y y y y y y y y y y y y�I y y y y 1 y y y y yl- . y.." y I \I I I Y \ / I I I \ \ \ / ALONG CONTOUR y \ ` \ dl I Designed b Austin Goodwin, EIT. I I / / / 1 \ I \ \ \ \ y Iy y y 0.67 AC y\ y y W y y y y y N y y y y I y y yI y 1 I _ I / ) I I \ \ \ \ \ \ \ \ \ \ / \y (TYP.) y \ ' \ \ 4-, I I I ��ww •Y\ y J. y •Y y .Y y y y y y y y J. y •Y y J� y J� y y y y J. y 1 ) I I LU /-- / / / / I I \ 1 l \ ^\ \ \ \ \ / / I I,, .y W y y y y y \y y y y I y y y y y I y y \y y y y y V y y y y y � y y I y I I I I / / I I N / / / I 1 \ \\ \ ► I I I y \y y y y y y y y y y y y y y y y y y y I I / y y y y y y y y y y y y y y y y y y y y y y y y y y y y ... / / r / I I �-�•//�// / / ( / 1 �� � I` 23, \ \\ 1 \ / / / I 1 I \ a y�. y � w y\� \ y w11 I� "� 1 I /� / 1l,{/ I /- / / 16 �3' \ �"�` / y y y y y y y y y y y y y l y y y y y y y y y y y y y y y •Y y y y y y y y y y y y y y •y y y y y y I I / O I /' I I 7`-I / / / / \ ' I / \ 1 I \ , C \ ) I �' I PROPOSED SILT SOCK I I / / /' �� / I I I �� LO / / / / / / \ — \� \ \ \\ \ I y y1 y y y 1 y y y\ y y y y y y y I� y y y\ .� TO BE INSTALLED I I I I / / / `P �FNIEL s Q / I * / / \ \ \ \ \ \ I / . y y y y I y y y W y y y y I,, y y y y y y y 1 y y I y I ALONG EPHEMERAL I I / cI � I I / p / / / H / / \ _ \ \, \ \ \ \ I I y I y /II I I / I I I O PD / / / / -n/ / ) \ --- \ \ \\ �T.'s'T? > \ \ \ \ \ \ I I� I \\ y y \\ y y y �I I I i DRAINAGE PATH. 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IWW`W�WWWW!W I \ \ � \ \ ,, �� ��,9 `\ \ \ LEGEND: I TOTAL SIZE OF ALL AREAS:20.80 ACRES I I / I I I / PROPOSED SILT FENCE — — - \ \ \ \ \I \ \\ \�\ \\ \ PROPERTY BOUNDARY W W W W I W W / \ \ \ \ \ MANAGEMENT AREAS ARE TO BE MAINTAINED BY / /' / I \W W W I TO BE INSTALLED 1 \ \ \ \ \ _---\ / 'I..:r.: ALONG CONTOUR \ �� �� �Bp \ \ \ \ \\ R.O.W.\ OWNER.OWNER TO BRUSH HOG/MOW LOW — R.O.W. \ \ SHRUBS/GRASSES ONCE EVERY 3 YEARS PER / / / `W W W W \� i / \ � �� � \ \ \ `'—� J \ � � EXISTING CENTER NYSDEC GUIDANCE.MANAGEMENT AREA TO BE ��o, \ \ ��� / ^\ CONSERVATION MANAGEMENT AREA#2 j ��� \\ �Bi \\ \ \ __ \\ \ - - LINE ROAD \\ FREE OF PESTICIDE OR HERBICIDE PRODUCTS. / / / / / I \ 1 \\ I r TOTAL SIZE OF ALL ARESI E:8.92 ACRES I ACRES ~ \ \ \\ \ \\ \ �\\\\ `\ EXISTING MAJOR \\ — \ / / 1 \ \ \ \ 1✓^ ^ I \ \ e? \ \ \ \ CONTOUR 20' I \ \ \ \ I MANAGEMENT AREAS ARE TO BE MAINTAINED BY I �\ \ \ \\ \ \ \\ -------- 521 - EXISTING MINOR •`` \ / / / / I I \ \ \ ) I� ` 1 ) OWNER.OWNER TO BRUSH HOG/MOW LOW CONTOUR 1 \ \ s\ , SHRUBS/GRASSES ONCE EVERY 3 YEARS PER I �� a \\ \\ \\ \\ \ i\ PROPOSED FENCE \ \ / / \I // \� NYSDEC GUIDANCE.MANAGEMENT AREA TO BE; \_ \ \ \ FREE OF PESTICIDE OR HERBICIDE PRODUCTS.) \ �� \ f ?Bx \��\\ \\_\ 1\ \\\ \\\ \\\ '\\ SF PROPOSED SILT FENCE \ \_ / / / _ \ 1 IrRieU� S • \ / \\ ��\ a�� --\ \ \ \ \ \ EXISTING TREE LINE ' \ PROPOSED SILT FENCE / � / / � � I I I / � qR\ TO BE INSTALLED / / / / \ / INTERMITTENT/TRIBUTARY \\�\ �28s \ <�\ \ `\ \ \ \ \ ALONG CONTOUR / ( I I /: / � \ \ I \ \ \ \ -PROPOSED TREE LINE �` \ \ \ \ �� \ \ ✓\ \\ \\ REMOVE TREES + + + + + + SLOPES>15% FI I 1 I \ \ PANELS \ SF Q \ I I ti\ l / / l I �i l/ \ �� \� \ I \ ' I I \ \ \ PROPOSED SOLAR \ 7'TALL WIRE FENCE WITH — J�P \ / 1 1 \ ( / \ / / ---< � \ b"WOODEN POLES SET \ / � 8R �• \ I I `- \ \ 10'O.C.SEE DETAIL ON \ .• \ \\ `y$ I / / / / / \\ \\ \ `\ `\ `� \\ \ _ I I I �SHEET C 201 \ .• \ \ ` •\ / 39 LF 65"X40"CMP ARCH I _ / STM.@3.3170 /------ / / / / / / � \ C P \ \ / l ` - / HP:1299 / f `�! / D-3 I \ / h aJ� •�` _' \ �� f / \\ \�� \\\ \ \ \\ \ \ \ J\ \\ \\ \, GUNDERMAN ROAD 1 I p I I q 65"X40"END / / \ \ \ \ \ \ \ L \ 2 HP:1307 __ _ \_ / D-2 / �9 65"X40"END ./� 1 ✓� 7 i�- INV=1295.10 o / '% T PROPOSED SOLAR INV=1296.40 /v / ARRAY LAYOUT' 9*1 19 / 64"X40"END \ \ \ O\ \ �y , . -�V 65"X40"END / INV=1304.35 \ \ \ \ \ \ o INV=1303.10 �- - - '\ _-- \ � \ \ \ \ \ a / �/ � \ P � OSEDT S \ \ \ \\ \\ \ \ -- PROJECT o _ /T— \ \ - `---?8� , ' LOCATION 39 LF 65"X40"CMP ARCH / STM.@ 3.20% \iry0h 1 `\ �)o 1 1�obl o` \`\ ,5 SF SF SF SIF `\ SF'96 SF SF ` SF �, F \ / / \ \ S SF 1 PROPOSED CHECK\ _ 1 / • S LE _`� � _` \ o PROPOSEDTRE LI E \ �� \ \ Town of Danb 1 DAM PER DETAIL \ I \ CA PPE \\ — J/ /j' \ \ 29)` \\ N X / PRO OS \R E I \ \ - y LOCATION SKETCH 1 \ I 1 FO D \ / --- i —X 1 \ \V�W— 11 II \\\\ \\ \ �coyo,�\ \ �. .'�O^ Q, \;! \\��\ 1\\ \ \�' —, /, \\NN • /`,—'" , \\—` \_J—/ r \ — — — Il / �/ Client:s 1 V89018'34"W 1049 ,08PROPOSED SILT FENCEw 1'1.2 99 ALONG CONTOUR PROPOSED SILT N7900425"\ TOG INSTALLED PROPOSED TREELINE \ FENCE (DEED) 1 \ \ °o, NO RBUT SOLAR eC TREES TO BE REMOVED(TYP.) €NCROACHMENTGREEMEN PASTURE\FENCE PE4 I \ \ \ \ 1241 UNIVERSITY AVE. 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PERVIOUS ACC \ \ \\ TREES TO REMAIN a �� '� _ \ \ S6 \ \ DRIVE ENDS AT PROPOSED GATE \ \ \ \ \� / -,263 - I \ N78 29 29 W (DEED) - ; - -1-- '10 _�_� \ _ \� \ \ 3 �\ - -- PROPOSED SILT --�- \\ _ .o �� ter{ - \ SS �31 FENCE \ \ --��--- �\--- ---i __ !\ _ I PASSERO ASSOCIATES ` \ \ `\ \\\ t ✓ � y y •` y W� / �� \ - 8.:0---_' \ ,?�, � \ PROPOSED 20'DOUBLE SWING BARRIER GATE WITH LOCK AND PROPOSED SILT FENCE TO BE I / `/ \ \ \ 2 OPTIONAL ARM GATE&POST SAFETY TAPE KIT.PRODUCED BY \ \ \ \ \ INSTALLED GENERALLY ALONG / / RE-BAR I \ \ \ \\ \ S Sl 2 __ • CONTOUR TO THE MAX EXTENT 81 BARRIER GATE BRANDS OR APPROVED EQUAL. \� __ _ _ /� \ engineering architecture I \ �_126j POSSIBLE. W� / // / / \ \ --\ \ I I QF � GAS MARKER\ I � .. / / \ \ ti \ __ F \ iy W S-0.3' \ \ \\ c \ FQ EXISTING ACCESS DRIVE FOR#54 BALD _ LEGEND. I \ \ EXISTING SLOPES>15%(TYP.) / \ �\ - -_ _ - - - - \ ,o � \ . W W • �� �\ "� ��. � HILL ROAD TO MAINTAIN EXISTING `\ \� \ _� O \ TREES TO REMAIN / /. \ \ \ I i \ \ �'----�- PROPERTY BOUNDARY 1 —— pl ` \ \ W W i 1 \ \ _ \\ \ �., CHARACTERISTICS. \ \ -____ 7, J \ \\ �, \ \ \ \ 1 \ \ W W W y W W / / / \\ \ \ LJ / \� \ `\ \\ \ \ \\ \ \ \ \✓\ \� � �(1 ` /7� P.O.W. p\ \ �� \ EXISTING CENTER INV.=1258.32'\ \ \ \ \ \ \ \ •` �-- TO BE REMOVED \ _ � t -� \\ \\ \ LINE ROAD ETLAND AREA \ W W , / \ I I \ -- � \ D-5 \ \ _--\ CQ \ �� EXISTING MAJOR 1 \ \. W / / / \ r \ \� _ \ \ 15' �GHT OF AY PER ( � y \ \ � '\ 1 \— \ \ _ --- ----- \ -------- 520----- \ \ � B" `� � 12"END \ \ �J --- _ \ \ \ N INSTRUMEN P R LI ER 9851 I M \ RE-BAR I \ \ CONTOUR INV=1258.32 \ \ (FLAGGED) \ / / / 6 \ I I - \ ------- 521 - EXISTING MINOR \\ \ \ OF DEEDS, PA E 51 & I ,�p \ FOUND \- \ \ 0 - \ \ \ 0.095 AC / / / I ( \ \ CONTOUR \ \ ___'APART _ INSTRUM NT # 5 7907-1 \ 1 \��\ \ 'APART OF 60' IRIG�IT �F WAY)i f \ '/ \` — O \\ \\ \\\ \ \\ \\ \\ \\ PROPOSED FENCE �, > \ \ J ' \\ \ \ NYSEG_ 7A-1 \ \ --_ \ SF PROPOSED SILT FENCE - \ / D6\ \ / \,' #54 BALD HILL ROAD - _ ,1r c \ ;��\ \. \ \ EXISTING TREE LINE L / .'\ / \ / v \ \ ' \ \ \ 12"END \ \ \� \ \\ CONSERVATION MANAGEMENT AREA#2 \ ���\��� \\ I/ , / \ / \ \ ) r-r-� l,' \ (Q .6S� \1 \ �' \ �`.\\'p� �/ \\ �� INV=1258.35 \ �r \\\ PROPOSED TREE LINE \ SIZE:8.92 ACRES ) \ / / / I I \ _ \, \ \ EXISTING 12"CPP TO BE EXTENDED UNDER GRAVEL COMMON DRIVE. \ TOTAL SIZE OF ALL AREAS:20.80 ACRES �` PROPOSED TREELINE \ \ i / / \ 1 :L� \ FO \ \ \ ?a,;�-� \ ` \ ) v v \ Zc\ v \ / 1 . ) �\, ` POLE LINE EASEMENT TO NYSEG PER LIBER \ REMOVE TREES �\ MANAGEMENT AREAS ARE TO BE MAINTAINED BY \ \ \ ' \ I \ : / '��\\ /' ` 12"END \ \� `' \\\I 1 635 OF DEEDS, PAGE 635 -------� OWNER.OWNER TO BRUSH HOG/MOW LOW \ \ \ \ / / \ I \�-- \ \ ( ( r \ ` \\ \ \ \ \ // \ \ \ / \ SHRUBS/GRASSES ONCE EVERY 3 YEARS PER \ \ /\\ \ /' 1 \ \ \ -'��\\ / INV=1258.82 \ \ \ \ \ \ \ �� �\ - //�/� / \ + + + + + + SLOPES>15% \ NYSDEC GUIDANCE.MANAGEMENT AREA TO BE \ \ / \\ \ / L=7O.93 ;,\ \\ \( 23 LF 12"HDPE `\ \ \ �\\ �� �. \ I ✓ r� \ FREE OF PESTICIDE OR HERBICIDE PRODUCTS. \ \ \ / \ I/ 1 \ v( /t `�\\ STM.@ 2.20% �1 \ \ \\ \ \ \ \ \ I : �� J // \ m PROPOSED SOLAR R= 150.00 \_ I/ `\-� / \ \\ \ \\\\\ \ ,� \ I// /p /' \ PANELS A=27 05'34" \ \ / TO BE REMOVED 11 \ + \\� \\j. \\ \ INV.12" CPP=125\.\5' t— O\ \ \ / O \ \ / 21 L.F. 12" CPP \ \ \ ` _ / INV.=1258 33' \ ` \ \- \ \ ' t /� ° TO BE REMO YED ✓ \ `C \ ` \\ \ \\ \ PROPOSED SILT FENCE TO BE / `-- -/ / - / I 1( \ \ \ 1' \ / INSTALLED ALONG CONTOUR + 0 GUNDERMAN ROAD \ \ `�TREES TO REMAIN \ \ - ` 1 \ � I�\ I 0 m .c / / \ 1 \ \ F` \ \ ` \ \ J \ \\ \ \\ \ \ \ \ 171'i0 CLEARI O r � \ PROJECT o `\ LOCATION PROPOSED SILT FENCE TO BE ^� - I / \ \ \ \ \ \ \ \•`\ \ _---- s� \ o\ \ \\ \ \ d� \ INSTALLED ALONG CONTOUR(TYP.) \\ /� \ �\ j/ �\ \wJ \�LU O ` \ \ \ \ \ / 1 \ �j�` \� \ I\ / I l Y� Town of Danby CID \ \\ \ \ \ \ \ \ \ \ \ /\ \ \ \ \ ` �\� \ \\ \ I I I > y LOCATION SKETCH 1 CAPPED RE-BAR \ \\ ` / f`\^ \—' `\ `\ \ Y\1 \ \\ 1 I I O� a O\ `\ \ FOUND \ �\ I �� d" '` --\ 1 I I J J '!/ \ \ \ \ \ \ — \� 45 EASEMENT TO NYSEG PER Client: 0 / S-0.2' \ \ \ I/ \ \ \ 1 \ v �� \ I I \ / ,� \ \ \ \ \ \ \ .\ Oy INST. # 2018-11659 r NATURAL SCREENING AREA OF HONEYSUCKLE \ i \ \ cr <\ , \ \ \ l�\ \ _ \ \ 11 I I O / \ `\ `\ `\ \ \ \ \ '�\_ ` F SHRUB AND NATURAL VEGETATION TO REMAIN \ E-0.0' \ \ I L1J \ \ \ I \ \ \ \I / J/ \ \ \\ \. 60' COMMON RIGHT OF WAY V UNDISTURBED.MAINTAIN TO A HEIGHT OF NO \ \_ \ NYSDEC APPROVED PERVIOUS �\ \ I I� Q \ \\�,� \ \> I / \\ \\\I i / Off\ j /J ' `\ \ \ \ \\ \\ �\ PROPOSED SILT FENCE / N O R B UT SOLAR MORE THAN 25' \ \ ACCESS DRIVE BY TRC ENGINEERS. o / u \ 1 \�,C�\\ , \ \ \ \ \ ' / u.l \\ \ \ ) SEE DETAIL ON SHEET C201 \�\ C �\ // \\\ ( \ \\ \ \__-\\�\ , `/�, �C\ �� \ \ \ \ \\ i / ��- 15' EASEMENT TO 1241 UNIVERSITY AVE. I \ \ \ ��jl \ \ \ 'tf \ \ \ ��` V \ NYSEG PER LIBER 675 Z /J I / \ `\ \ `\ I `�� �l \ \ I \ '1'S �O O \\ \ \ \.. OF DEEDS, PAGE 1 / ROCHESTER NY 14607 r ^\ PER IOST.A#E201AREA A116 9KI\G EASEM NTH\ \ l\ \\ / \ \\ \\ \\ \,` \ �• \ \ \ \ Kl / 0 J \ \ \ I \ TREES TO REMAIN I � _01 \ \ \ ` / \ `\ `\ NYSEG 7A <v Ln CONSERVATION MANAGEMENT AREA#3 \ `-_ "' > \ I \ \ I \ \ \ \ \ \\ \ / _ / PASSERO ASSOCIATES Oil SIZE:4.86 ACRES \ (� � \\ ( \\ I / \ \\ 1 / \ 1� \\ \\ \ \ \ `� `� ��• I I �> I / / TOTAL SIZE OF ALL AREAS:20.80 ACRES \ 1 �/�I >� / \ / }I�Fb-=9��6-$8= \\ \ I J� (585)325-1000 / / ( \ ✓ v/ \ \ 1 ( _ 242 West Main Street Suite 100 Rochester,New York 14614 Fax:(585)325-1691 \ / / MANAGEMENT AREAS ARE TO BE MAINTAINED BY \ I \ \ �� \ \ \ EXISTING 30'12"CPP TO BE REMOVED h/ / OWNER.OWNER TO BRUSH HOG/MOW LOW j I \ \ \ \ \ \ \ ) AND REPLACED BY 40'. 18"SICPP \\ Ir \ / I \ �\ \ / SW INV=1257.42 \\' \\ ' \ Principal-in-Charge Jess Sudol, PE I ^I SHRUBS/GRASSES ONCE EVERY 3 YEARS PER \ \ � \ \ \ x'Z NYSDEC GUIDANCE.MANAGEMENT AREA TO BE I \ \ \\ \�-/\ cJ \ \ \ / NE INV=1256.68 \\ Project Manager David Cox, PE FREE OF PESTICIDE OR HERBICIDE PRODUCTS. , t\ \ \ \ \ 1 \\ \ c -- i Designed by Austin Goodwin, EIT. FN�-=12�7-42' /\ \ \\ / \\ \\ \ \\ / Q \ \ _ / / \ \ c—I f I \\ 1 I IGAS MARKED / ,r / / of NEW \\ \ \ W / I \ 75' / I �� / I I 1- \ _\ \— I \ I �pNIFL S O Lli o \ \ \ \ \ / / \ \ \\ \ \ \ 'y / r \ \ \ l0 LY1 _ \ �0 0� 0 O 1 x \ \ oP POLE LINE EASEMENT TO NYSEG PER LIBER \ I //1\ \ h� F���_ Fo O \1/ FQ 23"3 O \ \ \ \ 1 \ \ \ L� \, I \ / \ ll \ .. \ \ \ \ \ 1 \I LLl W \\ %, N� N a� " NN N� / \ `\ �P \ \ 1�/-_ �`�\ / 218 OF DEED, PAGE 386 i I \ \ \\ �� � ply �POP���r� FESSIONP /\ '� �. WETLAND AREA \ \ / \ ( \ ��"�� Q I / \ I O / 1 AA\\ _ � . Q \\ `�\ `\ 1\ 11 1 / „o" \ �\ \ 11 % \ �� �\ 11 \\ Ovv/', I \ �� �e 1 \ \ \ \ � / 0.131 AC \ / P \ Revisions \\ I \ O —\ / �• I J I I I No. Date By Description 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS z / / ,// \ \ \ P t1/�^J\ \ I \ \ , 11 05/10/22 ABG PER TG MILLER COMMENTS N \ \ I I I I a / ... W W 1• /y 1• W W W W W y W W y\ \ \ 1 \ I \ \ / /`./ o \ \ I I I 00 I � IW W � \W W / ` / \' \ 11 I \ I\ I I I 4 1/01/21 ABG PER SHPOILCOMMENTSLER ENTS CV \ \ 1 I N / W W W W W W W W W W\ W W W W W \ W W W W \ I / \ \ �\ \/ \ \ I I \ \— I \ I � I W W W W W W W W\ W W W W W W W � \ \ \ `\\ O ' / /// `/'\ \ -/ \ \ \ I m a I ( \ W \. W W W J• \W .Y W .L 1• .Y\\ W H \ \ l \ \\ � \` \1 / \ \ Q \ / _ I �j ) \ � I I 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP ` \ \ / W W W \ W W W W W \ c\L \ \ \ \ \\ / /r/ / \ \ \ \ I I 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS \ \ , 'D � I I i\ W .L .Y W\ W .L W .4 W .4 W �•/ \ � \�\\ I\ \ \ \ O � \ \� / \ \ \ I / / POI ^� a / ) \ (W W\� W W W W .\ W W W W y�\ I `\ \\ \ `\ \�\�� \ J \ / \ \ \ / L I I 6 11 01 21 ABG PER INC REVISIONS \ \ / \ Q \ \ -/ 8 01/03/22 ABG PER NYSDEC COMMENTS I^ // CAPPED RE-BAR \\ \ / \n\ ( r 1 �-J / \ \ \/ a \ \ \ \ V C/ I \ I 9 03/25/22 ABG PER NYSDEC & TCSW COMMENTS i I I I I I _ �— �� � � �\ � WWW i,. \ \ I \ \ FOUND W ; 1 I I I I I I \ \ W W �' \\ \ \ \ W—Q 3, \ \ _1 I / _ \ ^ / `\\ O \ I / /� / '1 ` - \ \ \ UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN v V \ VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND CO Z /) 1 \ I I I I I \\ \ \\ \\\ \ \\ �\ ` \ \\ I I \\ \\ \ \\ \\ O' O� I II / \ — \\ �� \ \ \\\ \\ ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED 1 , , I \ \ \ / \ \ \ ► I \ \ \ I \ \ \ \ \�\ ; ; ► ; SITE PLAN o / / / / I \ \ \ \ I \ \ \ \ \ I \ \ \\ I /�� \ `\ / \\\� �� � / / 1 1 1 \ \ \ \ I / — ��� \ `\ `\ \ \ I 1\ \\ \ `\ I / `\ \ / \7 I ► I I —.,/ \ ` \ ` NORBUT SOLAR DANBY SITE I ( \ \ \ \ ( \ \ \ I \ \ \ Town/City: ITHACA o \ \ / \ \ \ \ \ , \ \ I / l \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ `\ I \ \ ` `\ ` J / 1 \� \ \ \ \ I \ County: TOMPKINS State: NEW YORK N \\ \ /-\ \ \ \ \ \\ \ <� ��\\ /� �� _ \ \\ \` PIPE FOUND I \ \\ )7L M \ / \CAPPED RE-BAR I / / S-0.1' Project No. \ �\ J n / �oC_� (� s�e21 w/ ?��50.�0 E-0.1' / , 20213129.0001 o \ \I '- �\ \\ FOUND \\ \\�� 11 ` / / \ \ \ / \ \ \ w-o.1' �/ 4,79°67/'L5' (D_EED� �\ / \ 1 /// \\ \, \\ \ / / 1 M \ \ \\ S-0.1' \ \ ( \ _ \ \ \ \ \ \\ /' " \\ ---��__ \ \\• \\ /// \\ / I Drawing No. Sheet No. C14o \ \ I —— `\ �� \\ — \\ `\\\ \ I \\ / \ \l `\\ \\\ \ \ \ \ \\ '\ \ / N \ \ \ \ \ \ \ \ \ PIPE FOUND \ \ \ \ I/ \ // O \\ \ \ \ \\ TYA 1`0-1`v-56� /" \ / \ \ \ I /� r / '\ \� O� _ \\ scale: Z \ \\ \ \ \\ \ N YF 0 NG 0 E R�" \I \\ \ \\ i \ \\ \\ I/I c 1 i O' �� O� i i Xl \ 11 = 401 U — / o � Date OCTOBER 2021 NOT FOR CONSTRUCTION HORIZONTAL SCALE 40 0 20 40 80 SCALE: 1"=40' PASSERO ASSOCIATES engineering architecture LEGEND._— PROPERTY BOUNDARY 875.40 \\ \ \ \ \ \ \ \\ \\ \ \ \ \ ' -r-�— \ R.O.W. \ ---- ---- —�\s ��--�� \---- —rt--- --- — \S89°055W'W \\ \ \ I I I I I UG I I UGIE I I I PROPOSED SHARED ACCESS& UTILITY 7'TALL WIRE FENCE WITH 6"WOODEN POLES SET \ \ \ J E UG E G E - - _ EXISTING CENTER EASEMENT BETWEEN ARRAYS 1,2&3. 111 SEE DETAIL ON SHEET C 201 UG E UG E UG E UG E UG E UG E\ -UG E UG E UG E \ UG 15\E \ U6 €_ UG UGIE—i �� UG I ' E G E LINE ROAD I \ INE I I PROPOSED SOLAR ARRAY LAYOUT \ TREES TO BE REMOVED(TYP.) UG E UG E UG E UG E UG E� UG\E UG E UG E UG E UG —� � I ------ EXISTING MAJOR �� ��� (E ` :;+TJ(1=�=� "m, / \---- I I �rl- Ir�r--(-- I — �---I 1 -- 520---- CONTOUR PROPOSED I PROPOSED SILT \ \ w �� "� �0`�� _ -�� ---_ 9 5 \ ---- ---- / --�- \— ----TT-) \ \ --r I I I 1 / �- -------- 521 ---- EXISTING MINOR TREELINE I FENCE \ \ c�W ---- --- ----- --- ---- \-\ - \\ 874.40' ---- \ \ / / \ \ \ I \ \ CONTOUR \ \ � PROPOSED FENCE >15% - - \ MATCH LINE C 110 I I I I I \ N \\ N89°07' 8"W S1°55'11"E \\\ \ `\ _ _ _ N89 51 55 W �i (TYP.) / / / / / \ I -- \�--- \ SF PROPOSED SILT FENCE I I \ \ \\ 3687.30' (DEED & MEAS.) / _-____--___=_ EXISTING TREE LINE I I \ 3 .04' 5.10' c \\ \ �� /, \) Y LIN PER DES IN\T\ � ^ —901 \ / / // / PROPOSED TREE LINE FNC. REMOVE TREES / / I / + + SLOPES>15% PROPOSED SOLAR / PANELS RE-BAR/FOUND S-18.35' \\ \\ \\ \\ \\\ \ 23 (S-18.05' REF.1) \ \\ 23' GUNDERMAN ROAD 12�J / �\ I I J 04 \l Cli \ // /// // // ' 1\ \\ \) \\\ /�---JI % / L�// // j / PROJECT o \ j I LOCATION PROPOSED SILT FENCE / / / I SHED \ i TO BE INSTALLED \ \ I `-- \ / /� / ALONG CONTOUR / // �/ 40 N / / y — — — — — \\ \ \ \ \\ \ c __ \� I/ �/ a I — \\ \\ \\ \ —\\ \\ \\ \ \ / I\ I 1 \ �rn Town of Danby �\ W W W W W \\1 — ---_ \\ LOCATION SKETCH /W z --/\ \ \ \ \ \ \ \ / I \ !� \ n Client: TL.ANI�AREA �N y W W �W�' ✓ w .'� (FLAGGED) 0.280 AC 1 WW WWW \`WWI �`— — \\\ \ \ \ _ \ \ 1 \ \ ! \ _ \\ \\ \ `\ \„'\ �\ I \ I \ \� \ / NORBUT SOLAR — 1241 UNIVERSITY AVE. o \ \ \ �\ \ � ' \ \ ROCHESTER, NY 14607 _ \ \\ \\\\ \\ \\ \ \\ \`\ \ \\ >� 4_1 / I / '11\ \ \ \ \ \ \ \ \ \ \ \ \ \\ CP / \ _ EXISTING SLOPES>15%(TYP.) \\ \\ \ \ \\ \ \ \\ \ SPACING VARIES \ W W W W / \_____ \ --_ \ \\ \ \\ \ I \ DEPENDING ON \ 1 1 / / /W / . W W W W W W \� -.— _ _�\ \ \\ \ \\ \ \ _ \ CHANNEL SLOPE // W ^ \\ \ I ` ` \ I X PASSERO ASSOCIATES I \\ \ \ / / N W W -Y W .Y\•yL Y- .Y H .Y H .Y H W \ \ \�I--_ \ \ \ \ L\ \ \ A 242 West Main Street Suite 100 (585)325-1000 \ \ \ \ SAME ELEVATION Rochester,New York 14614 Fax:(585)325-1691 7- \\ \ \ \ \ \ \ \ \ CUTOFF TRENCH CREST •/•• W W W W W W W W W W W W W W W W \\\ \\ \\ \ \ \ \ \ \\ 18"WIDE ',.* \ \ \ TOE ����/S(ppE H 24"MAX Principal-in-Charge Jess Sudol, PE / \ 1 I I 0.9 8' / / W Ili W\ v W W W W W W W W W , / \ \ - \ \ \ \ / \ I I , 1 / \ ,� �W\ W y W y \ y y W y W / / \\J�\\ \\ v--\\ \\ \\ \ I I / \� ) 6"DEEP I @CENTER \ I I I I 14 L.F. 18" CPP \ •• \ \ W=�W W '� �W W W //// /n (n', \\\ \\\ \\ \\ \ I I ! / \\� \ / PROFILE A Project Manager David Cox, PE NOT TO SCALE Designed by Austin Goodwin, EIT. 23 \ I INV.=12 03' \ �, — _ _ _\ \\ \` FNC.\\\\ \\\ \\\ \\ \\ I I I I ` \ I \\ I I •� A �—��21 . 1-�� - X= HcFt) \_ 9"MIN. PROPOSED SILT FENCE I / \ / / / •/•• / 1 _--- \ _ i \\/- \\/ � / __ \-� �__// \\\ -..\\ \`\ \\ 1 \ \ \ I J \ \ SLOPE(FT/FT) TO BE INSTALLED / _ \ i \ \ \ ,\, I \,2 ^ry , /;, -- 1`__ _____ — '----\\ \\\\ I \\ \ \\ I I I NF BEEN�R��--- M1 �oF Ntwr ALONG CONTOUR STRUM2 2 rslEc o _N IN Efd�— � �l� V�� FILTER _� \ _ --- \ / / FABRIC 24"MAX c� \ CUTOFF TRENCH 0 / \ / N _— `_� TREES TO REMAIN_ =<—\----- \�� \ / , �l I / I / / \ Gj / / — ��� _ "�_ _ \ —! _ \ r \ I 1 DESIGN BOTTOM @CENTER 4i FNC. / \ ( ( I \ C ) \ / SECTION A-A NOT TO SCALE � 0 \\ L�/\\ \ \ l\ \\ \ \1 \� I` \ �\ FILTER FABRIC 23 PCs o — — — — �\ jG. • // // `\\� /_ -- ,, / \\ \\\ Ql LLJ \� \i\ \\ \\/ \_ \\ \\ \\ -----1 SECTION B-B �� // O) W \ \ \ I \ \ \ \\ \—\ I NOT TO SCALE FE$$10� i 0) 0 \ ) \ \ \ I CONSTRUCTION SPECIFICATIONS \\ I \ \ \ \\ I I 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES,GRADES h owe �/ / // •/ �� �� — __ \\\ \\ > \ \ I \ \ 0 \ \ \ \ AND LOCATIONS SHOWN IN THE PLAN. Revisions Z INTERMITTENT TRIBUTARY 'a// / \_ i ,/ _ �� ( \ \ \ \\ I I 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF No. Date By Description rn I // / Y / //./ice �� / \\ \\ I Ln O 1\ l \ 1 \ ! I \\`�\ I I THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM 10 04/26/22 AEG PER NYSDEC FINAL COMMENTS \ \ /� I \ // / / i� i/ \\\ \J Ln C\1 U \ \ \ \ \ , \ \ \ \ I I DAM. 11 05 10 22 ABG PER TG MILLER COMMENTS / � .� / / N / / —_-- \ \ z .� \ `� \ \ \ \ I 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT N ��•• \ , � � -_ � � ) \ \ \ \ I 3 10 6 21 ABG PER TG MILLER COMMENTS 0 ... i i --� \ \ e w \ \/ -� \� \ \ \ \ \ I / / �•• _ •••�••• , \ I CUTTING AROUND THE DAM. i \ \ rI /\ \ J \ \ \ \ \—1 1 4 11/01/21 ABG PER SHPO COMMENTS No \ C • i �_— \ \ O � w <\ \ \\ I04 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP `j O \ \\ \\ I w I \ \\\ // // / �I \ \\ J \ 1 1 \ \ I I a \ \ 6 11/30/21 ABG PER POI REVISIONS V\ \ \ \ I ,L / `\\ ' / / \ \ (l) \ \ \ ( , \ ) / / I I 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW U p \\ �\ 1 / �\ CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS 3 \ \ \ m I I \ N / I STONE. STONE CHECK DAM 8 01/03/22 ABG PER NYSDEC COMMENTS \ \ \ \ \ \ \ \ \ ( N.T.S. 9 03/25/22 ABG PER NYSDEC & TCSW COMMENTS U \_\ \\`_ ,' \ / / / / \ CONSERVATION MANAGEMENT AREA#2 \ \ \( \ \ \ ) N \ \ \ \ \ m \\\ /' \ / / / / / SIZE:8.92ACRES \ \\ \\ W \ \ \ _— _ / PROPOSED SILT FENCE \ �. \ 1 S \ \ l I UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN \ \\ �/ -_�/ / / / TOTAL SIZE OF ALL AREAS:20.80 ACRES \ \ \ \ \ `--I �S ! I VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND >_ \ \ \ \ \ \= \ / / TO BE INSTALLED \ \ \ \ \_ � N 1 \ \ / 1 CO _ / / \ \ \ \ Lo / ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED \ \ \ —' J \\ / / / ALONG CONTOUR. MANAGEMENT AREAS ARE TO BE MAINTAINED BY \ \ `^ \\ \ \ \ \\ \\ \\ I II 1\ \ / / \ I \ \ \ N \ PROPOSED TRUCK/CONCRETE' DOUBLE SILT FENCE IN \ \ I \ \ PROXIMITY TO OWNER.OWNER TO BRUSH HOG/MOW LOW \ \ \ \ \ \ WASHOUT AREAS.AREAS TO SHRUBS/GRASSES ONCE EVERY 3 YEARS PER \ ' 1 —__ \ \\ \ \ 3\ / I \ \ \ \ \ NOTE:A 10 MIL LINER IS REQUIRED ALONG BE INSTALLED PER DETAILS AND \ TRUCK/CONCRETE \ \ ( \ \— \ `7? \ / \ \ \ \ 1 \ \ \ \ WASHOUT AREA. NYSDEC GUIDANCE.MANAGEMENT AREA TO BE ) \ \ Sg \ \ \ , \ THE SIDES AND BOTTOM OF CONCRETE REMOVED WHEN \ FREE OF PESTICIDE OR HERBICIDE PRODUCTS. \ 1 ) 1 > \ \ /\ \ \ N \ \ 1 ) WASHDOWN AREA.WASHDOWN AREA \ \ \ CONSTRUCTION COMPLETED. \ \ \ , / I / ass \ \ \ \ \ ! \ \ SITE PLAN AREAS TO BE RETURNED TO \ I \ co \ / \ 1 \ 1 I TO BE CLEANED OUT AT 75%CAPACITY. LO w \\ \\ \\ \\\\ \\\\ \\ \ \\ EXISTING CONDITIONS. \ \ \ 1 - ---- - NORBUT SOLAR —\\ \ \ \ \\•• !48'R \ \ / \ N \ \ \\ \\ 3' DEEP \ \ \ \ \ \ \ \ \ \ \ l \ \ \ I \ m \ \ \\\ — —\ \\ REMOVAL OF • i \ I \ ,� \ /\ \\ \\ \� \ \ \ 1 (\ \ M Q \\ \\ \\ \ EXISTING TREELINE \ ` \ 'i I \ \ `J� 1\ L \\ \\ \\ \ \ 1 — \ 28'R / \ \ DAN BY SITE U \ \\ \\\\ TREES TO REMAIN- _ \\\ \\ \\ \\ \ R 8'WIDE I- o \\\ \\\\\--__ \\\\ \\ \ \\\ �• \ \ 315'TO PROPOSED CLEARING LIMIT MIN. I- Town/City: ITHACA o \ \\ \ \ \ \ \ P, \ \ \ \J' --12s1- sJ I \ \ \ \ \ I I I I-1 County: TOMPKINS State: NEW YORK a, \ \\ \ \ \ \ \ \ )\ / \ I ( \ \ PROVIDE 12"THICK N _—� \ \ \ \ ,y� \ \\ '. , \ \ \ \ \ \ 1 I J \ \ \ \ I 1 1 \ STONE BASE WITH I �= Project No. \ I 1 -; ,- \ ► 20213129 0001 N _ \ \\ \ 1 \ \ \ \ C \ / \ ( \ o MIN.CROSS SLOPE - j TREES TO REMAIN \ \ \ 1 �' \ \ `1 \ \ \ \ \ \ \ I _ \ \ , \ , TRUCK WASHDOWN AREA z f ——_ __ \ 5� `� 1 1 \ I 1 \ \ \ \ \ Drawing No. Sheet No. 04 LU WETLAND AREA W�/ N.T.S. 0 1 , / / \I \� „C>, 1pW \ \ RE-BAR FOUND 1 \ \ \ \ \\ \\ \ \\ \ / i I / / / p (FLAGGED) 1 W W \ \ I I \ \ \ \ / Scale: / W \ W-0.1' \ \ \ \ \ \ 1 \ 1 0.027 AC y W \ S88°44'09"E 12 . 16' ` \ \ \ \ \ \ \\ W _ \ FNC. N-6.18' \ \ \ \ \ \ \\ \ I I — 401 ,;, / / / / / / \ \ \\W W '\\ /--- <IG-i I iJ. 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W W W W W W W \ \\\ \ \�\ j T//A/ 10-J - 19,!�2 I i \\ W W W W W W W `,V\ W V V W W V V W W V V \ \ \\ I / W W W W W W W W W W W \ \\� \\�\ I , N/,� RC / I I \ oF NEW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W~W \\W W W WI \\ / /�\\\\• \M ILIgER /&10 OF DOEDS�,�/ / � ,`Q���PNIEL s r0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1 ! co THREE ARRAY POWER LINES \ / / \\VA l r \ ^ j�' 8 /, / S87°16'0511W CARRIED BY ONE POLE \ / Y•� \ D-8 \ O \ \ W W W W W W W W W ( / I \ W W W W W W W W W W W W W W W W W W W W W W \ \ / \ l f 108"X33"END \ \ / 356.78' \ f INV=1207.85 \ \ \ l w C o / PROPOSED SILT FENCE 4' BOX WIRE FENCE W W W W W W W W W W W W W W W W W W W TO REMAIN W \ W y. W W W W W W W W W APPROXIMATE EASEMENT W W W W W /y W W W W W FOR ELECTRIC LINES AND W \ ti0 cn :� QR 23 QU V XOW W WW W ACCESS(T ) 1216 LF 08"x33 3"CMP ARCH STM.@ 0.42% FESSIONP W W W W W W W W W W W W W W P.12ti1.9 PROPOSED NINE(9)NYSEG OWNED POWER POLES,3 PER W \\ W W W W W W W W W W I\ •= p \ �. `\ 121 \ \ 1 0 Revisions \ W W W W W W W W W W W W W W W W WSITE CONNECTION ,) 120 \ I No. Date By Description \ \\\\ WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW � \ \� — \ \ \` \ � \ ` \ \ \ \ \ \ \ , \ \ \ 2 o •\\ \ al 1\ \ai I\ \I II II I IN87II°16'051EI, \ \\ 10 04/26/22 ABG PER NYSDEC FINAL CO MME NTS O o� I I I I234.33> \ I I I I I 11 05/10/22 ABG PER TG MILLER COMMENTS _n I - 1211 �oN W W W W W W W W VW y\ yWy � N n 0 3 10/6/21 ABG PER TG MILLER COMMENTS p 4 11/01/21 ABG PER SHPOCOMMENTS o PROPOSED20'DOUBLE W W W u W W W W W W W 5 11/08/21 ABG PER BME WETLAND DELINEATION MAPSWING BARRIER GATE WITH W W W W W W W W W "0 NE 6 11/30/21 ABG PER POI REVISIONSI LOCK AND OPTIONAL ARM \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ U \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \�W W I W W W D-7 \ I I I RUNS ALONG I GATE&POST SAFETY TAPE 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS W IW W 108"X33"END I I I r I CENTERLINE OF \ KIT. PRODUCED BY BARRIER \ 8 01/03/22 ABG PER NYSDEC COMMENTS W W W W W W PROPOSED NYSDEC APPROVED PERVIOUS ACCESS W W II I GATE BRANDS OR \ 9 03 25 22 ABG PER NYSDEC & TCSW COMMENTS / INV=1208.00 U \ \ \ \ 1 \ J ( W DRIVE PER DETAIL.` \ W I I CREEK \ / / W W I I I I 1 \ 1 APPROVED EQUAL. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN } \ `— \ \ \\ \ \ \ \ \ \ I \ \ I 1 // / \\ \ \ \ Ilb v r• W + y W + + + + W y W \ I I I I I / / / / VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND z \ II\ WW WWW WW WWW WWW W .W\WWW W\W WW WW WW WWW W . WW WWW W V \ ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED o � . �W \V WWWWWW WWW W V W V W V W V W V< W W W W W IW W W I U� — \\\\\i �`\\\\\ \ \\\\\, \\\\\ \\\\\\ \\\\\ \\\ \ \ \\\(\ \\\\ \ \\\\ \ \ \\ \—\/\ �I\\ \\ \ II \, ,� /, I '� /// I// / I \\\ \ L—W WWW/WW WVW WW WW WW WW WW WW WW •W WW W W"'WW/WW W WW W WW W WW W WW WW "W" WW W WW "W" WWW WWW W WW WIWWWW � / , / T////A/ / 1/ —1 23 T/� 1 - 1 �19.12 /F/ Tb � \ SITE PLAN W W W W W W WW W W W W W W W 5 0 5 c OF DANBY w J PROPOSED SIX(6)CUSTOMER OWNED DS PAGE/ \ \ \ V�� /T \ POWER POLES,2 PER SITE CONNECTION. \ / q I WWW . W \ ' /LIER 610 l�F DEQS, P �GE852 NORBUT SOLA R o w484 DANBY SITE I-lin \ . M O —7 / / V W V V W V W V W .h W V V VY V .Y \ Z o \ \ \\ \ \ \ I \ \ \ 1 I \ \\ \ / \ _— 192.96' -\ \ \ \ �-: W W W W W W W W W+� W W W W W W W I I \� \ / / I I Town/City: ITHACA o I —�\— \\ \ \ \ I I I \\ 1 I r� !—( .,T \ \\ \ \ W S55°16'16"EW W W W W W I \ \ -�� � � y:-- .� \ / Count TOMPK NS State: NEW YORK r°. 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W W W W 133.69' W W W W W W W W WNO°00'00"E W W _ — — \\ I I \��i/`/ /. / I M \ \ \ I l \ \ I I i \ \ I N 1 \ I 1 I Project No. \ \ \ I I I I I U$ E UG E UG E C \ W W W W 86.29 W ,, 1 I_ I ��• \ \\ 1_ \\ I� — \ _ _ _ \\ \\ \\ \\ \\ `\, \I \i 11 i I I I\ ,�101 _ / \ \ \ �\ \ \\\ \�WWWWWWWWWWWWWWWWWWWWWWWW 20213129.0001 C14 \ — \ \ \ I I I / I CNN o \ 153.58,11 / \ F\ \\ \ \\\ \ I I_ \ II UJ J I / \ I O IIIII I Drawing No. Sheet No. MATCH LINE C 109W W / W M \ � o / / \\ Gc\ \' �Wlr WWWWWWWWWWWWW I \\ POST / / / 1 \ I / / I / / S89 53 58 E W W W W W \ \ r \ \ \ \ \ \ / / d` W WIRE — o \C14 — 875.40' \ �- I I 1—- // W� W \\\ / / 1 83.28' W W W W I \ \ I \ —�\ ----- —r— -��—I-- - --T--- — --r__*--L-- \ �1 W 6+ W W�•� E (�c \ REMAINS I I f / / 89'05'577W \ I I I I 1 I I �'W W� W / APPROXIMATE / @� F \ W W W r I uG I \ (TYPICAL) �\ •I I ( (----' Scale: w \ \ J E \ \ UG E G E I UG El UG IE- ^ SO°00'00"E W .1 \ / / 1 W UIG ` , \ / UNDERGROUND Z \ UG $ \ E UG UG E UG E Ilwl �� \ I 52.24' W W W W \\j ELECTRIC LINES / \ W W ��_///�\\ I \\ I \\ /�/// APPROXIMATE LOCATION 1 11 _ 401 UG\E �— �_I 1 IJ.1� f I 1 O y I W W y WI W y y (TYP.)16'16" \ G� -- --- _ \—� \\ I ?/��/ BUTTERMILK CREEK --- �— I I-- �O r / / I V V V V W'\V W V 1 .391 \ \ \ F� // o o \ \ \\ 1 II!/ \\ Date o __�_ -- —I— rt i —/ �� — I / W APPI{OXIMAT \ \ �� � I� UG SO 0000E N9o°00100"W' / 11 //<< OCTOBER 2021 ' \ \ T� ) \ \ \ I I I I / W W W W W W �W W W W W 30 FT WIDE UTILITY EASEMENT' \ F ° 1 " \ '// \ \ / / \ \ rn I \ I W W W W W I W W W W W W W / / 1..c� (� _ 27.86' ——— 106.40—— \1 I ' )\ \ \ \ l/' NOT FOR CONSTRUCTION CLASS 5 WOODEN POLE.MINIMUM SOUTHERN YELLOW PINE OR DOUGLAS FIR. SEEDING NOTE SET 10.0'O.C.ALL POLES TO BE SET PLUMB. WOVEN WIRE FENCE SOLIDLOCK PRO 20 1.5"X 1.5"WOODEN STAKES PLACED 10'O.C. 50'MIN. EXISTING (MIN. 14 GAUGE TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION: PAVEMENT W/MAX.6"MESH PROFESSIONAL STRENGTH FIXED KNOT FENCE TEMPORARY SEEDING: COMPOST SOCK(8"or 12"TYPICAL) 3' S 10'MAX. TO SPACING) OR APPROVED EQUAL RYEGRASS(ANNUAL OR PERENNIAL)@ 30LBS. PER ACRE OR 0.7 LBS. PER 1000 SQUARE 12"MIN. FEET. EXISTING FILTER MOUNTABLE BERM /\ 36"MIN. LENGTH FENCE PERMANENT SEEDING: WORK AREA A EAT BE PROTECTED GROUND �' CLOTH PROFILE (OPTIONAL) POSTS DRIVEN MIN. 16" RESTORATION POLLINATOR SEED MIXTURE FROM ERNST CONSERVATION SEEDS- INTO GROUND. _• L• •,.• FUZZS.BUZZ-STANDARD- ERNMX146 OR APPROVED EQUAL. 50'MIN. FOR ALL SEEDING&STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER 8 .° HEIGHT OF FILTER PASS E R O ASSOCIATES DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. " •:�. .,,, :: = 16"MIN. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS EXISTING O'MIN. �, " WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST GROUND �� 8"MIN. engineering architecture DISTURBANCE.ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA,THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH.AFTER THE ENTIRE SITE IS 15'1N. 12'MIN EXISTING PERSPECTIVE VIEW I� STABILIZED,THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT PAVEMENT PAVEMENT BASIN(s). SECTION Nrs 36"MIN. FENCE POST-\ PLAN VIEW WOVEN WIRE FENCE(MIN. 14 O'MIN. GAUGE W/MAX.6"MESH SPACING)WITH FILTER CLOTH 20"MIN. CONSTRUCTION SEQUENCE FOR CONSTRUCTION SPECIFICATIONS FLOW GRADING AND EROSION CONTROL: G UNDISTURBED 1.5"X 1.5"WOODEN STAKES PLACED 10'O.C. 1.STONE SIZE- USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. COMPACTED SOI 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 EMBED FILTER CLOTH 16"MIN. 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. FOOT MINIMUM LENGTH WOULD APPLY). A MIN.OF 6"IN GROUND. 2. CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. 3.THICKNESS- NOT LESS THAN TWELVE(12)INCHES. 4" 3. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE.AREAS WHERE 4.WIDTH - FIFTEEN(15)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS SECTION VIEW CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST TO SITE. CONSTRUCTION SPECIFICATIONS DISTURBANCE. AREA TO BE 4. SEED ALL DISTURBED AREAS WITHIN 10 DAYS AFTER FINAL GRADING,CONTRACTOR IS PROTECTED 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES RESPONSIBLE TO RESEED IF GRADING IS UNSATISFACTORY. b.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. 5. UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION CONTROLS. ::: CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS COMPOST SOCK 8 or 12"TYPICAL) IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON ACTUAL7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. FIELD CONDITIONS AOBE.CONTRACTOR SHALL PROVIDE FOR THIS COST IN HIS PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL FENCE SHALL BE WOVEN WIRE, 14 GAUGE,b"MAXIMUM MESH OPENING. CONTRACT. WATER FLOW 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- T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND EROSION CONTROL MUST BE REMOVED IMMEDIATELY. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MEASURES FROM INSTALLATION THROUGH MAINTENANCE AND REMOVAL AFTER 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE MIRAFI IOOX,STABILINKA T140N,OR APPROVED EQUIVALENT. REVEGETATION HAS BEEN ESTABLISHED. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND INSTALLED IN 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. WORK AREA 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH L� ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND RAIN 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL "BULGES"DEVELOP IN THE SILT FENCE. EROSION AND SEDIMENT CONTROL NOTES: PLAN NTs STABILIZED CONSTRUCTION ENTRANCE SILT FENCE DETAIL NOTES: GUNDERMAN ROAD N.T.S. N.T.S. 1. THE CONTRACTOR SHALL REVIEW THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THE CONTRACT 1. ALL MATERIAL TO MEET SPECIFICATIONS. DOCUMENTS,AND IF NECESSARY,MODIFY THE PLAN WITH THE CONTRACTOR'S INTENDED SEQUENCE AND TYPES 2. COMPOST SOCKS FILL TO MEET APPLICATION REQUIREMENTS. OF OPERATIONS.THE CONTRACTOR'S MODIFIED EROSION AND SEDIMENT CONTROL PLAN SHALL BE SUBMITTED TO 3. FILTER MEDIA TO BE DISPERSED ON SITE,AS DETERMINED BY �� SEE PLAN _ THE ENGINEER FOR APPROVAL,ALONG WITH A PROGRESS SCHEDULE THAT ADDRESSES THIS WORK. ENGINEER. SPACING VARIES o 4. ONLY TO BE USED WHERE PLANS MARK OUT SILT SOCK WITH DEPENDING ON z 2. THE CONTRACTOR SHALL DESIGNATE AN"EROSION AND SEDIMENT CONTROL SUPERVISOR"FOR THE PROJECT.THE --SS--LINETYPE. CHANNEL SLOPE 12"MIN.#2 CRUSHER RUN SUPERVISOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION AND SEDIMENT CONTROL PLAN AND FOR Silt Socks for Sediment Control � STONE X o INSPECTING AND MAINTAINING THE CONTROL MEASURES.THE NAME AND QUALIFICATIONS(TRAINING AND A a EXPERIENCE)OF THIS INDIVIDUAL SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING SAME ELEVATION PROJECT o COMPACTED CUTOFF TRENCH CREST LOCATION EARTHWORK. NTS \\ �\\�\\/ EXISTING SUBGRADE 18"WIDE TOE � �/S(pp H 24"MAX // /� /� �/ TOPSOIL REMOVED) 6"DEEP E � � �� @CENTER FENCE SUPPORT POLE INSTALLATION DETAIL 3. THE DESIGNATED"EROSION AND SEDIMENT CONTROL SUPERVISOR"SHALL NOTIFY THE ENGINEER IN ADVANCE OF 1.EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER. ANY FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES INDICATED IN THE CONTRACT 2.UPON COMPLETION OF CONSTRUCTION,ANY AREAS WITH EXCESSIVE SEDEMENTATION PROFILE A \ �/ N.T.S. DOCUMENTS.THE ENGINEER MAY REQUIRE THE CONTRACTOR TO SUBMIT A MODIFIED EROSION AND SEDIMENT BUILDUP ARE TO BE CLEANED AND RELAYED. NOT TO SCALE CONTROL PLAN FOR APPROVAL PRIOR TO IMPLEMENTING ANY FIELD CHANGES. GRAVEL COMMON DRIVE 10.• LESS THAN 48-INCHES:ALL UNDERGROUND DIRECT BURIED B NYS DAM D EC OM ISS I O N I N G ELECTRIC CONDUCTORS AND CONDUCTORS IN CONDUIT AND 4. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF FROM N.T.S. 9"MIN. X= H(Ft) Town of Danby NOTES: I I.ASSOCIATED CONDUIT WITH LESS THAN 48-INCHES OF COVER DISTURBED AREAS IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL DEVICES BEFORE LEAVING THE SITE. M� SLOPE(FT/FT) LOCATION SKETCH MUST BE REMOVED,BY MEANS OF CAUSING THE LEAST 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE FOR WHICH 1. DECOMMISSIONING 12.AMOUNT OF DISTURBANCE AS POSSIBLE. THEY ARE INTENDED AND SHALL REMAIN IN PLACE UNTIL SOILS ARE PERMANENTLY STABILIZED. FILTER �� 2 0 2 Client: 13.ACCESS ROADS IN AGRICULTURAL AREAS MUST BE REMOVED, FABRIC 1(- O0 1 2. IF THE OPERATION OF THE GENERATION FACILITY IS PERMANENTLY CUTOFF TRENCH 24"MAX DISCONTINUED, REMOVE ALL ABOVE GROUND STRUCTURES UNLESS OTHERWISE SPECIFIED BY THE LANDOWNER. IF ACCESS IS 6. UNDER NO CONDITION SHALL DISCONTINUED CONSTRUCTION ACTIVITIES IN AREAS WITH SOIL DISTURBANCES BE DESIGN BOTTOM @ CENTER 3. (INCLUDING PANELS, RACKING,SIGNAGE, EQUIPMENT PAD, TO LEFT FOR A PERIOD OF GREATER THAN 7 DAYS WITHOUT TEMPORARILY STABILIZING THOSE AREAS WITH B N O R B UT SOLAR SECURITY FENCING)AND UNDERGROUND UTILITIES E LESS THAN 14.6E REMOVED,TOPSOIL WILL HAVE TO BE RETURNED FROM TEMPORARY SEED AND MULCH.MAINTENANCE OF THOSE AREAS SHALL INCLUDE RESEEDING AND REMULCHING SECTION A-A oaO RECORDED PROJECT EXCESS NATIVE TOPSOIL DISPOSAL AREAS,IF AS NEEDED TO ESTABLISH A SATISFACTORY STAND OF GRASS.THERE SHALL BE NO ADDITIONAL PAYMENT FOR 1241 UNIVERSITY AVE. 48_ NOT TO SCALE 1 6" 4. INCHES DEEP.ALL CONCRETE PIERS,FOOTERS,OR OTHER 15 S CONSISTTEN.PRESENT,OR T"WITH THE QUALITY OF OPSOIPORTED TOPSOIL FREE OF LON THE AFFECTEDSIVE SPECIES RESEEDING AND REMULCHING. 1 L. J' 1 ROC H ESTER, NY 14607 SUPPORTS MUST BE REMOVED TO A MINIMUM DEPTH OF FILTER FABRIC 16.SITE. RESTORE ALL AREAS INTENDED FOR AGRICULTURAL NO WET OR FRESH CONCRETE, LEACHATE,MATERIAL,OR DEBRIS SHALL BE ALLOWED TO ESCAPE INTO A WATER 48-INCHES PRODUCTION,ACCORDING TO RECOMMENDATIONS BY THE SECTION A 5. BELOW THE SOIL SURFACE.THE FOLLOWING REQUIREMENTS APPLY BODY OR WETLAND,NOR SHALL WASHINGS FROM CONCRETE TRUCKS,MIXERS OR OTHER DEVICES BE ALLOWED NOT TO SCALE TO ELECTRIC CONDUCTORS LOCATED AT THE RESPECTIVE RANGE CURRENT TO ENTER A WATER BODY OR WETLAND.ANY MATERIAL OR DEBRIS ACCIDENTALLY DROPPED INTO THE CHANNEL 17.LANDOWNER OR LEASING AGRICULTURAL PRODUCER,AND AS SHALL BE IMMEDIATELY AND COMPLETELY REMOVED AND DEPOSITED IN AN UPLAND AREA. 6. OF DEPTH BELOW THE SURFACE: REQUIRED BY ANY APPLICABLE PERMIT,THE SOIL AND WATER CONSTRUCTION SPECIFICATIONS 7. • 48-INCHES PLUS:ALL UNDERGROUND ELECTRIC CONDUITS AND 18 CONSERVATION DISTRICT,AND NYSDAM. 7. AT THE VERY MINIMUM,EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION CONTROL MAY PAS S E RO ASSOCIATES DIRECT BURIED CONDUCTORS MAY BE ABANDONED IN 19.MONITORING AND RESTORATION REQUIREMENTS IN CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE CONTRACTOR AND THE DEVELOPER SHALL 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES,GRADES AND 8. PLACE.APPLICABLE CONDUIT RISERS MUST BE REMOVED,AND ACCORDANCE TO THE PRIOR SECTIONS OF THESE GUIDELINES, BE RESPONSIBLE FOR THE INTEGRITY,MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES UNTIL NO LOCATIONS SHOWN IN THE PLAN. 242 west Main Street Suite 100 (585)325-1000 ABANDONED CONDUIT MUST BE SEALED OR CAPPED TO WILL BE REQUIRED LONGER DEEMED NECESSARY BY THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN THE 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE Rochester,New York 14614 Fax:(585)325-1691 9. AVOID A POTENTIAL TO DIRECT SUBSURFACE DRAINAGE ONTO 20.FOR THE DECOMMISSION STORM SEWER SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND OWNER. DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. NEIGHBORING LAND USES. Principal-in-Charge Jess Sudol, PE 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. Project Manager David Cox, PE 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND Designed by Austin Goodwin, EIT. EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW PAVEMENT SECTION CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED SEE PLANS STONE.MAXIMUM DRAINAGE AREA 2 ACRES. MAINTAIN 12" CENTERS IMPORTANT E TWEENOLT HOLES STONE CHECK DAM c (GAP BETWEEN CHANNELS IS NORMAL) N.T.S. <v 3" 3/16'-+�- 4 o 12" BEND KNOCKOUT ANCHOR PERPENDICULAR TO CHANNEL -� : PLATE ARCH r C0 8 IN FIELD THEN TWIST 90 a-e 16- GAUGE=0.125 1 ! .S 00 00 a o 00 cc 00 00 0 0 1-15/18' 3• T-II RIBS @ 9"SPACING • Q �. SYMBOL O 235 1%3 7/8" KNOCKOUT ANCHORS p FESSIO�P� 7 SPACES O 16"-I05" a/ts" • .. • 4'MIN.(TYP.) FR ^ LENGTH OF ARCH SEE SELECT GRANULAR 03.0I L CHANNEL SECTION PLANS N / N.T.S. VEGETATIVE PLANTINGS OR OTHER EROSION CN CD / - CONTROL TECHNIQUES I�eVISlOr1S N / No. Date By Description UNBALANCED CHANNEL DETAIL _ WILLOW BRUSH LAYER 1/2"TO EROSION 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS -III SEE III 2"IN DIAMETER CONTRL 11 05/10/22 ABG PER TG MILLER COMMENTS 4 B PER SHPO COMMENTS O : PLANS - P ODUCOT,IF 10/6 21 ABG COMMENTS o .. :.•.:..2 Y 6' 3 11/01/21 ABG P III � ER TG MILLER-III III-III_ SPECIFIED EXCAVATE SHALLOW TRENCH 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP o 0 0 - I-I < .. :v. CREEK BOTTOM -I I II EXTEND RIP RAP END PLACE LARGE STONES SIDE BY .- 18" r>`. - - �,�r ,'r. !:;,:: ..., - 6 11/30/21 ABG PER P01 REVISIONS TREATMENT 2'ABOVE THE TOP SIDE ON THE BEDDING -I � �r T 7 r - HERBACEOUS PLUGS AS SPECIFIED III-III- /01/21 ABG PER INCLUSION OF TCSW WETLANDS OF ARCH NYSDEC CLASS III, MATERIAL WITH SMOOTH III ": + 9 GAUGE GALVANIZED WIRE 7 12 / /\\ \ / �l ".: • ' PROPOSED 8 01/03/22 ABG PER NYSDEC COMMENTS W / \\\\� / FROM TABLE 5B.3 FROM NYS SURFACES FACING UP. BASEFLOW 9 03 25 22 ABG PER NYSDEC & TCSW COMMENTS STANDARDS AND RIP RAP SCOUR PROTECTION / / Z \\ \\\/\/ /\\ \\\ o o SPECIFICATIONS FOR EROSION ALUMINUM STRUCTURAL PLATE BOX CULVERT DETAILS NYSDEC CLASS III, FROM TABLE / / /\\ / \, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN or0 ••'` "'•,r•' !, /\�,J•\ .. 5B.3 FROM NYS STANDARDS AND VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND \/ \\\\ /\/y\/ :!.'•;}:,,. AND SEDIMENT CONTROL(TYP) _ ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED c a:�:,.•'; ..y....:..1' ;;.:. / N.T.S. SPECIFICATIONS FOR EROSION o /\� \\ f\\�\� o o CLASS III RIP-RAP PER TABLE 5B.3 AND SEDIMENT CONTROL(TYP) / �\\ \ O O FROM THE NYS STANDARDS AND `.'`'•` :%" o �\j\\��\\/�\\ \\ o 0 0 o o SPECIFICATIONS FOR EROSION FIBER ROLL AND SEDIMENT CONTROL HARDWOOD POSTS :`: o \\ ,\\/\�\�\\��\\��� o 0 0 0 \\ 2"X 2"X 3' NOTES & DETAILS / \ TENCATE MIRAFI H2Ri U o 0 0 0 18"MIN "'s;• / \ \/ /\/ \\ o o+ ALUMINUM BASE H /\/\\ \/ /\/ \\ OR APPROVED EQUAL NOTE: PROVIDE CHANNEL CROSS SECTION \\ /\\\� /\ ANCHORS 9"x2-1/2"ALUMINUM NOT TO SCALE \\� o o O O O O EVERY 12"PER s I , STRUCTURAL PLATE ARCH DETAIL BELOW /a''�x 3-/2' (THICKNESS 0.125", N O R B U T SOLAR NOTES: m BY LANE ENTERPRISES OR :•g• \/\/\�\\\ DANBY SITE l. SLOPE SHALL BE GRADED TO 2:1 OR FLATTER PRIOR TO PLACING RIP RAP. 3/4'Q}x 1-3/4' APPROVED EQUAL U 2. PLACE THE FABRIC DIRECTLY ON THE PREPARED FOUNDATION.OVERLAP THE EDGES BY AT 7 3 CONSTRUCTION SPECIFICATIONS :,.... r'> "'' ;: ,'. i.:...•.,'.' \\ o o LEAST 2 FEET. BURY THE UPPER AND LOWER ENDS OF THE FABRIC A MINIMUM OF 12 INCHES 1 x3/8 1. EXCAVATE A SHALLOW TRENCH SLIGHTLY BELOW BASEFLOW OR A 4"TRENCH I H s o %\� BELOW GROUND.TAKE PRECAUTIONS NOT TO DAMAGE THE FABRIC BY DROPPING THE KNOCKOUT ,..; .• ,a, o ON SLOPE CONTOURS. 11s., RIPRAP.IF DAMAGE OCCURS, REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING ANCHORS 16 #4 BARS(TYP) Town/City: ITHACA ANOTHER LAYER OF FILTER FABRIC WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE (BEND DOWN 2. PLACE THE ROLL IN THE TRENCH AND ANCHOR WITH 2"x 2"POSTS PLACED ON County: TOMPKINS State: NEW YORK N \\\/ DAMAGED AREA. AND TWIST) 2' BOTH SIDES OF THE ROLL AND SPACED LATERALLY ON 2'TO 4'CENTERS. co "y'' \\ \/ 3. PLACEMENT OF THE RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE CONCRETE TRIM THE TOP OF THE POSTS EVEN WITH THE EDGE OF THE ROLL,IF NECESSARY. Project No. C14STRUCTURAL PLATE \\/�\j\\\ FILTER FABRIC. PLACE RIPRAP SO THAT IT FORMS DENSE,WELL-GRADED MASS OF STONE FOUNDATION #4 BARS @ 24"O.C.(TYP) N '` .+: .' ::::= /\/\\� \\/� WITH A MINIMUM OF VOIDS.THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS (4,000 PSI) 3. NOTCH THE POSTS AND TIE TOGETHER,ACROSS THE ROLL,WITH 9 GAUGE 2021 31 29.0001 _ ISOMETRIC DETAIL \\\\�\� MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY AND CONTROLLED DUMPING GALVANIZED WIRE OR 1/8"DIAMETER BRAIDED NYLON ROPE.. a N5.•.. ....,..•, .: • p \ DURING FINAL PLACEMENT.PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO s:, / 2 -3g 4. PLACE SOIL EXCAVATED FROM THE TRENCH BEHIND THE ROLL AND HAND TAMP.PLANT Drawing No. Sheet No. M N.T.S. NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE o WITH SUITABLE HERBACEOUS OR WOODY VEGETATION AS SPECIFIED ELSEWHERE IN THE N .`=:�q". . :�: SEGREGATION OF STONE SIZES.BE CAREFUL NOT TO DISLODGE THE UNDERLYING BASE OR ARCH TO FOUNDATION FILTER WHEN PLACING THE STONES. CONTRACT DOCUMENTS.VEGETATION SHALL BE PLACED IMMEDIATELY ADJACENT TO THE 0 4. ENDS OF THE RIP RAP SHALL BE KEYED INTO A STABLE BANK.WHEN TYING INTO OTHER CONNECTION DETAIL ROLL TO PROMOTE ROOT GROWTH INTO THE FIBER.HERBACEOUS VEGETATION,IF N RIP-RAP SCOUR STRUCTURES, LARGER RIPRAP CAN BE LAID IN STEPS OR STACKED AS NEEDED TO FIT.STONES SPECIFIED,SHALL BE PLANTED INTO THE FIBER ROLL. Scale: PROTECTION LARGER THAN THOSE DESIGNATED FOR FLOW (12") SHALL BE USED FOR THIS PURPOSE. N.T.S. z CONCRETE FOUNDATION ADAPTED FROM DETAILS PROVIDED BY:USDA-NRCS, N/A TE T OF RIP-RAP INSTALLATION DETAIL NEW STATEDSTARTMEPARTME MOON TRANSPORTATION, FOUNDATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, FIBER ROLL Date SUB-BASE N.T.S. NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE O CTO B E R 2021 rz NOT FOR CONSTRUCTION GENERAL NOTES: 1. USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS PASS E R O ASSOCIATES ONLY (I.E. PROVIDE ACCESS FOR MOWING, EQUIPMENT REPAIR OR MAINTENANCE, ETC.). 2. LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE VARIES (24' MAX.) 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. v w 4. REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA GRAVEL MATERIAL y u, EXISTINCUTRLINDE EXISTING THAT IMPEDES STORMWATER DRAINAGE. y VARIES (24' MAX.) GRADE 5. GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR 77 GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. W FILL CUT AREA WITH u GRAVEL MATERIAL 6. REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA W W ao THAT IMPEDES STORM WATER DRAINAGE. 2% SLOPE 3 MAX. �� / 7. ROADWAY WIDTH TO BE DETERMINED BY CLIENT. I i GEOGRID MATERIAL 1� i /����\� �� \\\/ RESTORE EXPOSED 8. THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND y - f fir /� /� /� SOILS. INSTALL ESHOULD NOT XCEED EXCEED 6%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EROSION CONTROL //�� REMOVE EXISTING MATTING AS REQUIRED. 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 IS TO BE 1 FILL WITH REMOVED DEVELOPED FOR POST-CONSTRUCTION USE. SOIL RESTORATION PRACTICES MAY BE APPLICABLE NATIVE SOIL, COMPACTED EXISTING INSTALL CHECK DAMS OR TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD GEOGRID UNDER TO MATCH EXISTING SOILS SUBGRADE GEOWEB ANCHORED STABILIZATION BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE GEOWEB SYSTEM. MATERIAL IN DRAINAGE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY LIMITED USE ACCESS ROAD AND STABILIZED WITH SYSTEM GEOTEXTILE FABRIC TO CHANNEL 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. TO BE FLUSH WITH ANCHORED MATTING BE USED IN PLACID ENTRANCE AND MATCH SECTION SOIL AREAS ONLY 10. TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT EXISTING ELEVATION NOTE: SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF PLAN THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING THE INITIAL PHASES OF 1. THE ROADSIDE DITCH SHALL BE DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND CONSTRUCTED AND UTILIZED TO REMOVE SEDIMENT FROM CONSTRUCTION VEHICLES AND EXISTING CONSTRUCTION, A STANDARD NEW YORK 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. EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION GRADE GRADE ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF Z EXISTING LINE 2 LIMITED USE PERVIOUS ACCESS ROAD - 10% AND GREATER SLOPES WITH DITCH SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. .� SCALE:N.T.S. GUNDERMAN ROAD �23 11. THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. i 12. PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN \�� �< <� 7 POORLY DRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT o SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. z FILL CUT AREA WITH EXISTING GRAVEL MATERIAL SUBGRADE GEOGRID MATERIAL 13. THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW COULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO o HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, PROJECT o A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION LOCATION AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY LIMITED USE PERVIOUS ACCESS ROAD - 0% TO 10% SLOPES SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS SCALE:N.T.S. 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 Dan by 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, NT WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO Client: THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. N O R B U T SOLAR 15. THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITE ASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE 00 1241 UNIVERSITY AVE. HYDROLOGY HAS BEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE o APPENDIX A OF GP-0-15-002 FOR THE DEFINITION OF "ALTER THE HYDROLOGY..."), THE ISOMETRIC ROCHESTER, NY 14607 DESIGN MUST INCLUDE THE NECESSARY DETENTION/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 LOADS. ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS AND PRESERVE ACCESS ISOMETRIC 242 West Main Street Suite 100 (585)325-1000 2. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4" CLEAN, DURABLE, SHARP-ANGLED CRUSHED Rochester,New York 14614 Fax:(585)325-1691 STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE >> Principal-in-Charge Jess Sudol, PE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, •8 A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. � q, GRAVEL MATERIAL FT r36 Project Manager David Cox, PE 3. GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE DESIGNED BASED y MJ > ISSUED AS FINAL 05/20/2019 Designed by Austin Goodwin, EIT. ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 4 �I NO. REVISION DATE 4 COLLAPSED Q� 4. IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A MINIMUM OF SIX PQ INCHES. OF NE;V Y 5. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND CONNECTIONS. 6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4" CRUSHED STONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. GEOWEB SYSTEM PLAN 4 y r BASIS OF DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, n GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM ,® �^ GEOWEB MATERIAL NOTES: Tizc 4, 1. 1. THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES I G3XX TRC Engineers,Inc. FESSt EXCEEDING 10%. THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL ��� 215 Greenfield Parkway DURING USE. PERVIOUS ROAD TO BE FLUSH WITH ENTRANCE AND GF`� Liverpool,NY 13088 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MATCH EXISTING ELEVATION www.trccompanies.com Revisions 3. WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS PLAN No. Date By Description SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS 11 05/10/22 ABG PER TG MILLER COMMENTS 4. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4" CLEAN, DURABLE, SHARP-ANGLED CRUSHED a 3 10/6/21 ABG PER TG MILLER COMMENTS STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE VARIES (24' MAX.) EXISTING a DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, GRADE 4 11/01/21 ABG PER SHPO COMMENTS A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. EXISTING GRADE 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP �G 5. GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL CUT LINE 6 11/30/21 ABG PER POI REVISIONS BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. aD //�� QUO 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS 2% SLOPE �� �I' 8 01/03/22 ABG PER NYSDEC COMMENTS 6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4" �j \� RESTORE EXPOSED �1Q / ICY 9 03/25/22 ABG PER NYSDEC & TCSW COMMENTS CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 3 MAX. a / �� ��\\ SOILS. INSTALL F� II 1 1 / A //�/� EROSION CONTROL Aq� UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN 7. THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE ti_ ' \\ MATTING AS REQUIRED. OF VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE / �/ \� �� / !y ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO /��/��/�� /�\�/��/�\/�\�. /�\�/�\� \/ GEOGRID UNDER GEOWEB /�Ty 0 MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION, TYING AND CONNECTIONS. \ \ \\ \\�\\/�\/i\�\ SYSTEM. GEOTEXTILE GEOWEB SYSTEM FABRIC TO BE USED IN BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; FILL CUT AREA REMOVE PLACID SOIL AREAS NOTES & DETAILS 800-548-3424 OR 920-738-1222; INFO@PRESTOGEO.COM; FILL WITH REMOVED WITH GRAVEL EXISTING SOILS ONLY DRAWING TITLE: WWW.PRESTOGEO.COM NATIVE SOIL, COMPACTED EXISTING MATERIAL AS NEEDED TO MATCH EXISTING SOILS SUBGRADE AND STABILIZED WITH PERFORATED STRIP WITH 1-SLOT LIMITED USE PERVIOUS WOVEN GEOTEXTILE MATERIAL NOTES: ANCHORED MATTING SECTION EXPANDED PERSEPECTIVE ACCESS ROAD DETAIL N O R B UT SOLAR 1. SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS CONSIST OF POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED PARTICLES AND ARE PRONE TO LIMITED USE PERVIOUS ACCESS ROAD - 10% AND GREATER SLOPES GEOWEB SYSTEM SCALE: N.T.S. DANBY SITE RUTTING. PLACID SOILS ARE TYPICALLY PRESENT IN LOW-LYING AREAS WITH HYDROLOGIC SOILS 3 4 DATE: 05/17/2019 GROUP (HSG) OF C OR D, OR AS SPCIFIED FROM AN ENVIRONMENTAL SCIENTIST, SOIL SCALE:N.T.S. 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 Town/City: ITHACA WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE MATERIALS IS CRUCIAL FOR LONG TERM PROJECT: OPERATION AND MAINTENANCE. DRAWING NO.. County: TOMPKINS 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 Drawing No. Sheet No. ACCESS ROAD N.T.S. Scale: N/A Date OCTOBER 2021 NOT FOR CONSTRUCTION ` ` ' MATCH LINE C 10 9 $f FENCE , \\ -\\ ;MATCH L I N E C 10 9 HORIZONTAL SCALE $f \ PROPOSED SILT I - - -- - \ / / / / /� ---- - - --- -- -- - ---- -- - - \' — \� ) I \ \ �\ \\ \,-- 40 0 20 40 80 e r. r —�' l / I I\ II — N88°44 '' 1� \ 48R \\� \ NYSDEC APPROVED PERVIOUS ACCESS 1 \ "' {` �� ACCESS i SCALE:1"=40' / . - DRIVE PER DETAIL. PERVIOUS ACC \ \ � i ° �� 1 \ ` S6r \ \ DRIVE ENDS AT PROPOSED GATE \ ` \ —1263--\ \ I \ N78 29 29 W (DEED) -- \ —1-- ,C o _ \ \ \ \ l -7 \ \ S 3�i \\\ — -- FENCE PROPOSEDSILT --�— --��--- ———— ——— \\ \\ _\\\ / �" W y W W W y y W i / \ - 8 0 \,\ ?�, '� PROPOSED 20'DOUBLE SWING BARRIER GATE WITH LOCK AND `\ \\ -- �' '� PASSERO ASSOCIATES —WE I / - \ \ \ 2 ,, ` OPTIONAL ARM GATE&POST SAFETY TAPE KIT.PRODUCED BY \ / .W W / / RE BAR I 1 \ \\ \ S 2 __ rnW \\ \ /� \ F &r BARRIER GATE BRANDS OR APPROVED EQUAL. \ _ _ _ /� \ engineering architecture W-0.3 \\ \\ —\ -- �\ \ o \ I (OF �� GAS MARKER W W W W W W W W W W / / / \ ~ \\ `' ) EXISTING ACCESS DRIVE FOR#54 BALD \ \\ \ \ ——— _ _ — — — / LEGEND: Ln I \ \ \ W W / / �� \ \ \�\ \ 'b \ HILL ROAD TO MAINTAIN EXISTING \ \` \�_—_-- �— — — PROPERTY BOUNDARY CHARACTERISTICS. \ \ J \ \ ---_—_ \ \ \ \ \ \ \ y W W W W W W W / / / / / \ \ \ J ✓` \\ \ `\ \ \ \ \� --_—_ R.O.W. INV.=1258.32'\ \ \ \�\ \ --� \\ \\ \ \ \ \ \ \ \ -- �` \ \ - - - LINE ROAD \ c� — ^\ \ �\ \ \ TO BE REMOVED \ \ \ \ \ \\ \ \ \ \ � EXISTING CENTER ETLAND AREA \ \ / / / , / I _ \ \ \ \ D-5 \ \ \ \ \ EXISTING MAJOR \ \ „ / 15' GHT OF AY PER / \ \ \ 1\. \ \ \ \ _ --- -----__ {� -------- 520----- \ \ 12"END 1 \— \ ---- \ V \\\ \ \\ \ \\ B ` \\ W /�' / /' /' /' INSTRUMENT P R LI ER 985 I M \ \\ \ \ I RE-BAR I \\ \ �� -- \ ------- CONTOUR (FLAGGED) \ �/ I 'V I INV=1258.32 \ \ \ / / / OF DE DS, PA E 51 & I 6,�p \ I FOUND \_ \ \ \ \\ oO - 521 — EXISTING MINOR \ \ \ �_ 0.095 AC \ / / / / I y1' \ \ CONTOUR \ \ \ \ \ \ +\ / / / INSTRUMENT # 5 7907-1 1 ` /V ��� :� ;' \ \ \\ 1� \>'�\ \\ \ \ \� PROPOSED FENCE \ \ \ \ EXISTING SLOPES TYP. \ \ i / --- �` ' \ \ \ \ \ / / / / ART OF 60 RIG T �F WAY)I ( 1� .33 \ \ \ \ \ \ \ / / / / / \ \ I \/ / \ 2� \ > 7 ' \ \ \ NYSEG 7A-1 ___ \ SF PROPOSED SILT FENCE I / 2 ,, — / \ \� \\ \ \,' #54 BALD HILL ROAD 2 r LZS` \ \ �� ��\_ \ \\ ✓\\ _\ \\ J \\\ �\ EXISTING TREE LINE F \ \ •PROPOSED TREE LINE PROPOSED TREELINE \?B,\ Z4\ \ \ \ POLE LINE EASEMENT TO NYSEG PER LIBER \\ REMOVE TREES - D-4 \ \� `; �..=�•`• \\ 1 635 OF DEEDS, PAGE 635 _---- —� > / 12"END \ \ \ � \` \I _ \ \ \ �\ J, 1 \ \ \l INV-1258.82 \ \ \ Nk 1, \ — \ I / \ \� + + + + + + SLOPES>15% 23 LF 12"HDPE \ \ \ / ( /r__ STM.@ 2.20% \. \ � \ ` � v /�� PROPOSED SOLAR \\ \\ \\ \ \\ R= 150.00 \\ 1/ \� / 1 \ \� \\ \\\ \ �. I \ I/i �/p/ . " I/ � \\ PANELS O 11 \\ — / 21 L.F. 12" CPP 1 \ d + \ \\ \ \, �` \ INV.12" CPP=1257.55' Il— — L/ �� \\ \ \ A=27 05 34 \ \\ / TO BE REMI9VED \ \ \ \\\ ' / <� �C I \� \ (\ J \ \ PROPOSED SILT FENCE TO BE /' `--- —/ ' /' \ `— / I INV.=EMOYE 3' \ \ 1 \ % \ _ \� /_ \ \ \ \ \ / ' ( ° TO BE REMO ED ✓ \ `C.`L \ ` \ \ \\ \ \ \\ \\ \\ INSTALLED ALONG CONTOUR(TYP.) O I � I Cho \\ \\ \\\ \\ \v\ OS \ -_ " ��\ GUNDERMAN ROAD 23 / , / \\ \ �o \ \ \ \ `� , N- N / / \ \ \ C� P O / \ \ T \ \ \ � F -- I � S a \ \\ \ \\ \\ \ \ \ \ 171'T\OCLEARI F�� PROJECT LOCATION Lu Town of Dal I \ \ \ \ \ \ \ \^ \ \ \ I I > y \ / / ' \ 1 LOCATION SKETCH CAPPED NT \ \ \ \I \ \1 1 , \ �- \_ \ \ 45' EASEMENT FOUND E NYSEG PER Client: V INST. 208T11659S-0.2' (3) CG \ \ \ tiF I E-0.0' \ \ \ \ / \ \ PROPOSED SILT FENCE \ \ W \ ` \ �� I \ \ 1 / I/I �� \ \\ \ \ \ \\ \\ \` 60' COMMON RIGHT OF WAY/ NORBUT SOLAR NYSDEC APPROVED PERVIOUS � I\ � Q \ � \ \ \ I / \ \ I I Off\ / /. � \ \ �- U I / \ \ \ \ \ ACCESS DRIVE BY TRC ENGINEERS. o \/ u \ \ ) \ \ \ I , \� Gfj �', \ \ \ \ / I I , \ \ \ \ \ SEE DETAIL ON SHEETC201 \ C / \ \ \ \ I—/` \---\ \\\ I / �/ ` \ \ \ \ \ \ /' 15' EASEMENT TO 1241 UNIVERSITY AVE. UJ J I \ \ \ \ 1 \ �� I \. / \ �\ \ \ \\ I �js �/ /� \ \ \ ' \ \ \ /� L` \, NYSEG PER LIBER 675 Z / I / \ \ \ \ I \ \ `� \ - 1 I I S O O \.• OF DEEDS, PAGE 1 / ROCHESTER, NY 14607 APP OXIMATE AREA V�A KING EASEMEN-T, \ \ \ \� I / 0 i \ �` \ \ \ \� ,' \ .�� PER I ST. 2018-11659\\ \ \ \\ �� i / ` \ \ \ \ \ \ j, > / � p aj \ \ \_� \ \ \ \ , \ \ 00 \\ # \ \ ��/ 9 /� \ Q \ \ \ / \ \ \ \\ \ � � �, � NYSEG 7A <v / En o— \1, I k_� /// I \ \- \__� \��- ppr) I \ I I PASSERO ASSOCIATES INV.=1256.88' \ ` \ I �/ 242 West Main Street Suite 100 (585)325-1000 EXISTING 12"CPP TO BE \\ \ ^ Rochester,New York 14614 Fax:(585)325-1691 EXTENDED BY IV.INV=1256.68 •�Y \ / 30 L.F. 12" CPP \\ \\\ XZ% \ Principal-in-Charge Jess Sudol, PE s I \ (� I I I I L INV.=1257 - c \\ \ Project Manager David Cox, PE \ \ \ \ % - i Designed by Austin Goodwin, EIT..42' � /'\ \ \\ / �\ g 0 (414 ) \ I 75' / / I \\�/ ` cj I f i I \ I J r/ / �� / F NEW Y \ \ \ \ 1 GAS MARKEDLLJ W o � �,\ \ \ \ \ _ \' II \ Ld / � 0 \\ \ \\ \\ \\ \\ w � -.\ \\ \/ � `\ \\\\ I �� \\\ \\\ `\ \\\ � \ \1 I / 11 I I \ , ���� �/ cx, / I I / / � kO dJ \ \ \ \ \ \ \ \\ I \\ \ \ I I 1 0� y \\ \ �o o� o Q'l1 / 1\ \ POLE LINE EASEMENT TO NYSEG PER LIBER / \ � F, � F O �1 O 23 N \ \ \ \ \\ w I\ \, (3)�TO T N N N ' ` �� � \ \ I P °�''� N 1 \ \ LLJ w \ > N r- ^`co 01N n \ \ —_/ I ` ` _ 218 OF DEEDS, PAGE 386 1 I �. \ \ \ \ \ ` �� O \ P C:) T-1 I i T+ �--\ I\ \ \1 \ \� 0 - o WETLAND AREA 0 11011 \ \ \ \ Revisions No. Date By Description / � /,.. \ \ I \ I �P � \ 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS \\ \\ I z) �' W W W �/ W W W W W W W W`\ \\ \ \\\ P ` I PLANT LIST 3 05/10/1 AEG PER TG MILLER COMMENTS 1 W y \ l/� \ I 3 10/6/21 AEG PER TG MILLER COMMENTS CN \\ \ N I I I - W 1 W1W W W W W W\ W W W(3 W \ i / \\ \ V \ / 4 11/01/21 AEG PER SHPO COMMENTS N \\ I I I IW. /\(\/^yam`/ Z \ \ \ ILJ `I W \.Y W W .Y \W .Y W a N ... .,. W \— 5 11/08/21 AEG PER BME WETLAND DELINEATION MAP Q \ \ I N W \ W .y .Y W .y W W .y\ � y/ \ � � 6 11/30/21 AEG PER P01 REVISIONS cL ` \� N ; / , ` \ \ W W\ W y W W y W W W W y y y � I \\ ` \`\ \\ \\ \\\ �� \ - SYMBOL SCIENTIFIC NAME COMMON NAME MATURE HEIGHT X WIDTH 12/01/21 AEG PER INCLUSION OF TCSW WETLANDS z ? N / / / 1 \ W \ y W y W i W \ y \ \ \ \ \\ �\ \\ / 8 01/03/22 AEG PER NYSDEC COMMENTS z \\/ 1 N I I I / // / / \ \ W\\ W W W W W y\\/ \ I \\ \ CAPPED RE-BAR \ \ \ / 9 03/25/22 AEG PER NYSDEC & TCSW COMMENTS Q i I I `— `� W\ W j,. \ \ FOUND \ \ / � \ I I I I I I � \ \ y ,�,.W,� \\ \ \ \ W_0.3, \ \ 1 I / � UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN z I \ I I I \\ \ \\ \ \\ �\ \; + \ \ I CC CARPINUS CAROLINIANA AMERICAN HORNBEAM 20 25 x 20 VIOLATION 147 SECTION EDUCATION 307.TLAWASARE 145 COPYRIGHT P 7209 OTECTED ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED ' I SC-W SALIX CAPREA WETLAND PUSSY WILLOW 15-25 x 12-15 (3`� O-T--: \ \ \\ // ^�/ (WETLAND) pebble�tream /\\ TO THUJA OCCIDENTALIS 'TECH NY' AMERICAN ARBORVITAE 10-15 x 8 LANDSCAPE ARCHITECTURE I 1010 Highland Avenue oRochester,NY 14620 alt. `EMERALD' 10-15 x 4/ / /) /) )I \ \\\ \\ \\ \) - — \\\\ \\\ \\\ \\ \\ 1 II \\l \\ \\\\\ I / \\ c tel:585-760-994 o www.pebble-stream.com 1 \ 1 \ \ \ / ` \ \ ` ` 1 \ \ \ I / \ alt. NIGRA 20 x 5-10 SCREENING PLAN '\ `\ \\ 1`rl \\ \\ `\\ \\ NORBUT SOLAR \ NOTES: DANBY SITE \ \ 1 . NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN \ \ \\ 11 \ � ( - '� I EXISTING VEGETATION I I ► I, r\ \ / I\ , FENCE LOCATION, AS WELL AS SIGHT LINES FROM NEARBY o I ( \ \ \ \ \ \ \ \ / r� \ Town/City: ITHACA 00 \ \ \ \ \ ` \ \ ' \ \ \ \ \ I \ \� \ I / I I \ County: TOMPKINS State: NEW YORK \ ,_ \ \ \ ` -� ` \ `\ `I PIPE FOUNDI I \ \\ RESIDENCES. y \\\ I \\ \ / \ Project ect No.CAPPED RE-BAR S-0.1' \ O2134nW/ 250.� o E-0.1' 20213129.0001 M \\ ��\ \\\ \ S-0.1 \ \ ( `` N79 07 25 W (DEED) \\ \ \ ; .\ \ / / \\ 2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED. �\ I \ / \\ Drawing No. Sheet No. \l — C14 \ \\ \\ \ \ \\ `\ \\ \\ \ ^ PIPE FOUND \\ \ \ \ ; I/�\ \ \ // 3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES. TYA 10— 1 v-5& / I S-0.2' \ \ \\ \\ ` > �' �/ J Scale: `\ '\ I \ \ \ TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT. S 102 2 \ \\ \\ \\ \\ \ N YF \M 0 N T(3 0 E R Y/ \I \ \ \ I \ \ \ V1 O - 100511 O C\ \ < \ \0�" Date �"O B 20 21 NOT FOR CONSTRUCTION HORIZONTAL SCALE 40 0 20 40 80 SCALE: 1"=40' PASSERO ASSOCIATES engineering architecture LEGEND: PROPERTY BOUNDARY \ --- \ 'r7 I -I--T- \ R.O.W. - - R.O.W. \ \ \ \ \ \ I-- r- \ ---- ----- --- - \S89°05'5R"W \ I I I I I I 1 -�\ J E \ \ UG E �- G E UG E UG E EXISTING CENTER PROPOSED SOLAR ARRAY LAYOUT 7'TALL WIRE FENCE WITH 6"WOODEN POLES SET \ \ \ \ UG UG E UG LINE ROAD I I 10'O.C.SEE DETAIL ON SHEET C 201 I , E UG E UG E UG E UG E UG E UG E UG E• UG E UG E UG E UG E UG E � � I uG E uG E I I I I I I I 1 1 -------- 520---- \ \ UG E� UG\E UG E UG E UG E UG E-� G=��T--W6G (�/�T-o�� EXISTING MAJOR "" ""' -- CONTOUR \ TREES TO BE REMOVED(TYP.) UG E �� UG E ���ram_v�� �,��� o, J \--__- I i__ PROPOSED 1 PROPOSED SILT \\ I _ ___ ____ / \ --- --I--7--�-- �� CONTOUR I tea= ---- ---- --�-�-----7- 1 / -------- 521 ---- EXISTING MINOR TREELINE I / FENCE \ �W -�- ---��---- ---- - -� \\ 874.40' \ \ \\\ ,' / ) \ \\ \ \ I I I ` \ PROPOSEDFENCE - - MATCH LINE C 110� o // EXISTING SLOPES>15%(TYP.) / / / / \ \ \ SF PROPOSED SILT FENCE \ \ N \ \\ N89 07' 8"W � \\ \\ \\ \ , �/ _ � ��- _ y---�--- -� -`-- \ �-- I 3 .04' \ � , 3687.30 (DEED & MEAS.) -- _- -- __- ___-� \� x - -max \ \ \ I l �� Y 1. � \ EXISTING TREE LINE \ 1 5.10' / / / •PROPOSED TREE LINE o I ' � � � \l � . 4� � �' /� /� / /' \\/ ` PIROPER�fY LIN PER DE�� IN\ `.�'���_ Z` �'� //' /// //' / /TX�X X \ X \ X�-a-�C \ I \ \ I FNC. / / , / / / / / /` \ - REMOVE TREES /I \ , ,/ ,/' ,' i LANDSCAPING NOTES: SLOPES>,5% \\ \\ 75 rR PROPOSED SOLAR 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS REQUIRED. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE TOWN AND STATE DESIGN STANDARDS m PANELS RE-BAR FOUND I S AND CODES. \ \\ \\ \ \ \ \ \ TO-T X ' / / / �S-18.35' / 2. IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE PRIOR TO BID SUBMITTAL,TO BECOME FAMILIAR WITH EXISTING CONDITIONS AT THE SITE. \ \ \ \\ \ / (S-18.05' REF.1) \ \ \\ \ 23 - \ / // , ( / I 3. STANDARDS SET FORTH IN THE"AMERICAN STANDARD FOR NURSERY STOCK",ANSI Z60.1 (LATEST EDITION)REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE THE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS DELIVERED AND INSTALLED ON THIS PROJECT. 23 GUNDERMAN ROAD ) I -T /./ , l �/ j / I 4. ALL PLANTS MUST BE HEALTHY,VIGOROUS AND FREE OF PESTS AND DISEASE. 12 5. ALL PLANTS MUST BE HARDY UNDER CLIMATE CONDITIONS THAT EXIST AT THE PROJECT SITE AND GROWN AT A NURSERY IN THE SAME HARDINESS ZONE AS THE PROJECT LOCATION. / / •/ / ('j� // \ (\ - � I / 6. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AND BE OF AT LEAST 2.5"CAL.IN SIZE AT TIME OF INSTALLATION. Cli \ \\ \ \\ 7. ALL TREES MUST BE STRAIGHT-TRUNKED,INJURY FREE,HAVE A FULL,SYMMETRICAL CROWN(HEAD)AND MEET ALL REQUIREMENTS SPECIFIED(E.G.SINGLE STEM,MULTI-STEM, HEAVY / o \ I 1 / / / \ \ \ \ BRANCHED, ETC.). PROJECT o I I PROPOSED SILT FENCE / \ \ \ I TO BE INSTALLED LOCATION \ I ALONG CONTOUR / / I \\ \ / 8. ANY PROPOSED DEVIATION TO THE LANDSCAPE PLAN MUST FIRST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF THE PROPOSED / � / LANDSCAPING CHANGES. I SHED / � ; `- ,-- \ 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS. THE BID PRICE SUBMITTED WILL ASSUME THAT ALL PLANT MATERIALS DELINEATED WILL BE y I �/ - - - - - - \\ \\ \ SUPPLIED AND INSTALLED.ANY DISCREPANCIES IN THE QUANTITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND/OR DESIGN LANDSCAPE ARCHITECT(OWNER'S N / - \ \ \ REPRESENTATIVE)PRIOR TO COMPLETING A BID PRICE. \ \ Town of Danby ' \ W W W i LLJ \ 10. ALL GRADING AND UTILITY WORK SHALL BE COMPLETED PRIOR TO INSTALLATION OF PLANT MATERIAL AND LANDSCAPE MULCH. LOCATION SKETCH // v� \\ z Client: W W W w/ w \ \ \ 11. THE FINAL LOCATION OF TREES AND OTHER LANDSCAPING SHALL BE DETERMINED IN THE FIELD BASED ON UTILITY STAKEOUT AND SHALL NOT CONFLICT WITH TRAFFIC SIGNS AND/OR TL�IdI�AREA w / W - LL __ \�----- \ \ / UTILITIES.STAKE OUT SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. " (FLAGGED) / // 0.280 AC 1 y W \ _-- \ \�-----_ \\\ \\\ 12. ANY CONCERNS RELATED TO SITE CONDITIONS AND/OR PLANT LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. N O R B UT SOLAR / / / / / I / W W W W� > \ I I / / / y W \� W / X --___ \ ,WWWyWWWy �- Wy� W m \ 1241 UNIVERSITY AVE. . �. . W . � _ _ _ --- \\ \\ 13. PLANTING BACKFILL MIXTURE:4 PARTS TOPSOIL(ON-SITE OR IMPORTED), 1 PART PEAT MOSS, 1/2 PART WELL ROTTED MANURE AND 10 LBS.5-0-5 PLANTING FERTILIZER,MIXED ROC H ESTER, NY 14607 THOROUGHLY PER CUBIC YARD. 14. MULCH ALL PLANT BEDS,AND INDIVIDUAL TREES IN LAWN AREAS WITH SHREDDED HARDWOOD BARK MULCH TO A DEPTH OF THREE(3")INCHES UNLESS OTHERWISE SPECIFIED ON EXISTING SLOPES>15%(TYP.) \\ \\ \ PLANTING DETAILS,OR AS DIRECTED BY THE LANDSCAPE ARCHITECT DUE TO SITE CONDITIONS. / I I \\ I � / y/ W y J• W y W \J�y W W y N W W \\-_ \\\ \\ \\ \ ' I ► \ ' \\ % /' /W �% W y W W W y W W y W W W \� -�- ---\\ PASSERO ASSOCIATES I I W \ \ 15. ANY PLANT WHICH TURNS BROWN, DEFOLIATES OR DIES PRIOR TO FINAL ACCEPTANCE BY THE OWNER,OR DESIGN LANDSCAPE ARCHITECT,SHALL BE PROMPTLY REMOVED FROM THE W SITE AND REPLACED WITH THE SAME PLANT(SPECIES,VARIETY AND SIZE)AS SPECIFIED ON THE PLANT SCHEDULE(LIST). \ 242 West Main Street Suite 100 (585)325-1000 -Al / -�T\ -\\\ \\ \\ Rochester,New York 14614 Fax:(585)325-1691 W W W W W \ 16. THE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIALS AND LAWN AREAS UNTIL THE PROJECT HAS RECEIVED FINAL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. / I 1 50.98' / Wry W W W W W N W W W / \-_ \\ \ \ Principal-in-Charge Jess Sudol, PE I I I / •�C \• �, y y �, y �, �, �, �. ----\ v-_ \ \ MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO:WATERING,MULCHING, FERTILIZING,SPRAYING(FUNGICIDE,PESTICIDE,ANTI-DESICANT),AS WELL AS RAISING PLANTS THAT / \ I I \ �. \W W\� / / \% \ \ \ \\ \\ \\ \ HAVE SETTLED TOO DEEP OR REQUIRE STRAIGHTENING. Project Manager David Cox, PE I I I 14 L.F. 18" CPP Designed by Austin Goodwin, EIT. 23 \ 11 INV.=12 03' \ ?sr'// / / \ - ` - - - - - - \\ \` y y /� ? FNC.��\\\ - \\\ \\\ \\\ \\ I 17. UPON COMPLETION AND ACCEPTANCE OF THE LANDSCAPING,THE LANDSCAPE MATERIALS SHALL BE GUARANTEED FOR TWO(2)YEARS.THE GUARANTEE SHALL BE INCLUSIVE OF ALL // \ \ \\/ �// �L\ \\ \\ \\ \ I I MATERIAL AND LABOR COSTS. AT THE END OF THE GUARANTEE PERIOD THE OWNERS REPRESENTATIVE WILL INSPECT ALL PLANT MATERIALS. THE CONTRACTOR SHALL PROMPTLY MAKE PROPOSED SILT FENCE I / \ / / / / �/ \ __---- --- // �� \- ��\ -- \\ \ \ \\ I \ \ ALL REQUIRED REPLACEMENTS WITH PLANT MATERIALS MEETING THE SPECIFICATIONS(E.G.SPECIES,SIZE AND CHARACTER). \ TO BE INSTALLED \ 7 / -- \ /- �3�C / \ \ 1 \ \ ALONG CONTOUR I its �`V / j // l�% -- --\ \ /- ����\ \\\ > �F ��w r 18. ALL AREAS DISTURBED BY SITE GRADING AND/OR UTILITY INSTALLATION SHALL RECEIVE APPROVED TOPSOIL(BASED ON APPROVED SAMPLES SUBMITTED BY THE CONTRACTOR)AND P� pt�l EL Q °o _N N N / N I -_//�\ >`� \��� --- -"� \ \ /� / \ SPREAD TO A DEPTH NOT LESS THAN SIX(6")INCHES AFTER COMPACTION.TOPSOIL PLACED FOR LAWNS SHALL BE FINE GRADED,SEEDED,MULCHED AND WATERED UNTIL A HEALTHY / / ��1\ _ - \\ 1 .1 'I \ ��fl Ji / \ I STAND OF GRASS IS ESTABLISHED. THIS IS EXCLUDING FOUNDATION PLANT BEDS,AND ENTRANCE AREAS. ��§ \_ �i _/ == _==____--- c \ \ \ FNC. \ ( ( I \ C 19. LOCATIONS OF EXISTING BURIED UTILITIES SHOWN ON THE SITE PLAN ARE BASED UPON THE BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. THE Iy \j` I �// -- -T \ ` \ \ `\ I/1 \ CONTRACTOR IS RESPONSIBLE TO CALL FOR A UTILITY STAKEOUT PRIOR TO COMMENCING PLANT INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND12� / \ / / / / �h / '�_.I // //\' _ \\\ \,' ^ L//\ `\ \ l \ \\ ALL DAMAGE TO UTILITIES,STRUCTURES,AND SITE APPURTENANCES WHICH OCCURS AS A RESULT OF LANDSCAPE INSTALLATION OPERATIONS. (j \\ / / / l / _ i / \ \ \ F 35 2 / / / _ /� \\ \\ 0 \/ \ \ \ \ Op 2 �C. �� - - - ��-j ' - % /' // \\`' / /' / // /� \\\ \\ \\ `��� Ld \ \ �/ r `� _ \ 20. EXISTING TREES INDICATED TO BE REMOVED SHALL OCCUR UNDER THE SITE CONTRACT FOR THIS PROJECT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR NEW PLANTINGS OR FESSI��P� N n T / h / / \ O) L,� \ \ \ I c� / / / / _ \ \ \ RESTORATION OF THE DISTURBED AREA LAWNS, PLANT BEDS,ISLANDS). CD o / I , PLANT LIST Revisions a / O Z INTERMITTENT TRIBUTARY / >� '' \ - - / // //�� /// / / \ \ I \ _ No. Date By Description 3 rn /� 0 \\ 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS Ln N U \ 11 05/10/22 ABG PER TG MILLER COMMENTS ^ _ r, ` J �� W �\ 3 10/6/21 ABG PER TG MILLER COMMENTS o �... �... \ \ N �•• / \ 1-'I �- �/ 4 11 01 21 ABG PER SHPO COMMENTS -( SYMBOL SCIENTIFIC NAME COMMON NAME MATURE HEIGHT X WIDTH / / QO \\ \\ \\ i I \ // / / ° \` 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP J \ \ LL / \\ // // / / / // \ `\ \\ 6 11/30/21 ABG PER P01 REVISIONS \ \ \ \ I \ J / / / / X \ 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS z m `\ \\\ ' / (3) T -T t \ m CC CARPINUS CAROLINIANA AMERICAN HORNBEAM 20-25 x 20 8 01/03/22 ABG PER NYSDEC COMMENTS Z `\ `\ \\ \ ` \ \\ �/ / / /' / / / \ \ L \\ \ \ J �+ 9 03/25/22 ABG PER NYSDEC & TCSW COMMENTS \\ \\ \\ \\ \\ m \\\ \� _ / / \\ / T \\ \\, / SC W SALIX CAPREA (WETLAND) PUSSY WILLOW 15 25 x 12 15 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN l PROPOSED SILT FENCE \ \ \ \ / / Y \ \ VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND r \ \ \ \ \ \ �\ \ / / TO BE INSTALLED \ \ \ / / \ \ \ \ ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED Z \ \ \ \ \ _ / / I ALONG CONTOUR. \\\ TO THUJA OCCIDENTALIS `TECHNY' AMERICAN ARBORVITAE 10-15 x 8 DOUBLE SILT FENCE IN \ e b b l eat re a m Q � -` � � �•-' ' -''� \ \ PROPOSED TRUCK/CONCRETE' ) I \ WASHOUT AREA.AREA TO BE \ PROXIMITY TO _ } � , \\ \ \\ INSTALLED PER DETAILS AND \ TRUCK/CONCRETE / I / \ \ ( \ - a 11. EMERALD 10-15 x 4 REMOVED WHEN \ \ WASHOUT AREA. / 1 \ \ 1 + LANDSCAPE ARCHITECTURE CONSTRUCTION COMPLETED. \ \\ (3) C l� �(a \ I / I C�I 1. N I G RA' 20 x 5-1 0 1010 Highland Avenue oRochester,NY 14620 AREA TO BE RETURNED TO / ���[[[�/J \ / / I tel:585-760-994 o www.pebble-stream.com w EXISTING CONDITIONS. NOTES: SCREENING PLAN `\ \\ � �--_ \\\ \\\ \\ --- \ � /' \\ ! O S: NORBUT SOLAR \ ' 148'R \ ' ` 1 . NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN \ \ 28'R \ \ \\ X N� EXISTING VEGETATION, FENCE LOCATION, AS WELL AS SIGHT LINES FROM NEARBY DANBY SITE (3) \TO T� X \ \\ A� \ \ '< `'�so i RESIDENCES. o \\\ \\\ ��---_-\ \\ \\ \\ \\ q�� \\ �, \ 315'TO PROPOSED CLEARING LIMIT - \ \ / o \\ \ \ \ \ \ \ \ Town/City: ITHACA \ \ \ \ t/' -1261_ County: TOMPKINS State: NEW YORK N N \\\ ----�\ \\ `, `\ �ry \ // \\\ \\ \ `/- `\\ 2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED. Project No. \ I 20213129.0001 PROPOSED TREELINE / \� `\ \ \\ 01 cv I ' ' \ 1 W ` / � ?s2,-- � C- ` \ Drawing No. Sheet No. M I ' / / ' \ ' z �`� I s� _ \\ \\ , 3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES. N II // \\ LU WETLAND AREA TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT. o , / / / / \ h C y W I \ \ RE-BAR FOUND' O (FLAGGED) y W \ \ W-0.1' \\ Scale: 0.027 AC W f I \ FNC. N-6.18' 40' \\ W /--- =<IGhI G A PER INSTRUMENT PER LIBER 985 OF \ , \ (N-6.21' REF.1) p! f GE # 51 & INSTRUMENT 517907-1 W ---- ---- MATCH LINE C 108 y - ---- MATCH LINE C 108\ OCTOBER 2021 --\ \� W ------ $F \\ PROPOSED SILT I I \ --- NOT FOR CONSTRUCTION HORIZONTAL SCALE 40 0 20 40 80 SCALE:1"=40' PASSERO ASSOCIATES engineering architecture I LEGEND: \ \ \ \;` �II vN -- \ T/ 10� 1 -I 9. m ?� C 5 \ PROPERTY BOUNDARY R.O.W. \\ \ \\ \\ \\ \\ \\ \\ ,/ \\ \�\\\/ ,/,, \ \ \ \ ti� I / 15� - R.O.W. 1I \ NX� BALL \ \ \ \ / \ \\�^\/ / \ \�I/ I/ 1 I \ \ \ \ \ I / p \/ / I / — — — EXISTING CENTER JI \ \ \ I ��� \ / \ �lI LINE ROAD INS\TRUkNT\\� 2\510�4234\ \ \J\ I \\ �/ \ \ < I \ \ I I ---- __ _____EXISTING MAJOR CONTOUR \\ \\ \ \\ \\ \ \ \\ \ \\ \ \ \ \ �/ \ I I /' \\\ I --—————— 521----' EXISTING MINOR \ \ \ \ \ \ \ \ \ APPROXIMATE LOCATION I(� \I\/\\//\\�,-\\I\—\/\I�//\\\I\W''/_;\\\1\I/W/III\\\\/I\/\�_/\\1/'\\WW//\\_\//`\\\WW\/\''\\—\/\\yWWWy'I/\\\\I/_/\\/\L WWW..W\I\,Y\`YY//II\y I/\\//W.WWWWWWW h'\Y�\\/\'�//\I/�%IW WWWWWWWWWWW\I I'�:\\I_J\_\1I\WWWWWWWWWW.WyWWWy\/\.Y/\.I_`II/I c.WyW.W.WWWW.W.WyiWyy.WWIYrYYYYYI I I�IWWWWWWWWWyWWWWWWW.�W.WW.WWWyWWW I\I IIVYY I`/�W\\,WWWWWWWW�WWWWWWWWWWWWWWWWW�_/\_\��"�WWWWW�WW�WWWWWWWWWWWWW.W.WyWWWy.Y.YY\`I I_\/\I\II IyW.W.WyWy.WW.W.W.W.WW.WWyy_.Wy=I IYYYYYYYYY\�\�\��yWWWW.WWW.yyWWiWWWWWyy�W.WW•WWWWWy_YY.Y.J I_\/\-/WWWWW.W.WW.WWWWWWWWWy.WWyyWWWyVY�Y\/II T I\i I�I�WWWWWWWWWWWWWWWWWW..WWWWyWyWWWyW\YY\.�\—WWWWWWWWWWWWWWWWWWWW.WyWWWWW.W.WJYYY`\/=W+WW�WWWWW.W.WWW.WiWyW.WyW.W.WWyWWy(YY4YYYrY\�.i-II-\y WryWWWWWWW.W.WWWWWWWW.WWyyW.WyWW\Y�YV\�_1J\-\l LWWWW�WWWWWWWWWWWWWWWWWWWWWWWWWWWWW h\I I.L�L\/�WWWWWWWW_WWWWWWWWWWWWWW/IWWWW.W.W.I1�YY`I—\���WWWWW.WiW.WW.W.WyW.WyW.W.fWyWW.WiW/1YYYYYYYY\_-\/\\�WyWWWWWyWWWWWfWWWWWWyWWyyWWyW�YI\'�// -\�\l\WWWWWWWWWWWWWWWWWWWJWmWWWWWWWWWWWWWW I/\`\�/�\\WWWWWWWWWWWWWWWWWWyWWWWWW.W.Wy YY��/��\WyWy.W..WWW.WyWWyW.W.WWWW.WWWyYYYYYYY�„\—�A\/WWWWWWyWWWW..WWiWiWyWWyyW.yWWW`„YLY.\,\I I\I�WWWWWW..W.WWWW.WWWW.WWW.W.WWWW.WWWWW YYYY/YYY�\„\WWWWWWWWWW�WWWWWWWWWWWWWWWWW�.�j\II\1WWWWWWWWWWWWWWWW WWy.W.WyWWyWWWWy/Y.Y\/�r�_/\\WyWWWWWyWWW�W.WW.Wi\WyWWyyW.WyWWWLYY/..I\-'�yWWWWyW..W.�WWWWWW.WWWWWWWWWW.WWWWWy YYVYY/,/,-`�W�WWWWWWWWW�W.WWWWWWWWWWWWWWWWWWW�W\Y...—`WWWWW/WwWWWWWWWWWWWW.WWWJWWiy.W.WyWWWWWWyW—YYy W\��\`/�W�yWWyW.WWyW.WWWWW.Wy.WiWyWWyW.WyWWW YYYY,/�`�=\��/.WWyWWWWWW.W.WWWWW.WWW.WWWWWWWW.WWW\\YYYYYY/��,/WWWWy�WWW4yW.WWWW..WW.WWWWWWWW�WWWWW Y�\�YDY.W l\WW�WWWWWWWWWWWWWWWWWWWWWWW.WWyWWWWWWWWY`,\�.WyWyWyW.WWWyW.WWW.WWWW.W.WyWyWWWW.W�YYYYYY\��—\.�WyWiWNWW•W.W.WWyW.WW�WWWWyWWyyW.WYYYYVYY.. �/WWy��WWWWyW.YWWWW�WW.WW.WyWWWyWrYYY..��W�WWWWWWWW�WWWWWW�WWWWWWWWWWWWWW1\/..=\•IIIII;,/WWWW�WW.WWWWWWWWWWWWWWWyW.iWW�YY,.)I—\_1_WW.WWyWwWW�W.W.WWyyyWyWW.yy.WyrY/YYYYl. �\_\I\��-_\/_\\\\�\\/\\/\�,�\\//\�\/\I\_/\\I�/I\/\\X�\.�I\\\�/\\1'\f\�\^\\•\�/�\`'\\\��\(�\\�\'\��\\/\\1\/\�\I\�\\;\/�\\\1\,-\\�`\\i\\-,\\\\//x/I\�-/���-\\/\\\\\/\-\/`(_\/�/\�-\/�\,\�\'\-\CI/\\/\\I`//__/I\__-�II I1I\)I1I1I�1\,1I1�I/%I,\I:I\1I•I'1•�l I1 1�\\�I�IIIII II\\I(�``\-'�\\.III\I/\\D I,\I�II`�I\\o\Il;I\I\\\II III II I`I�I I\\;I\\\1\•\_I.�\\�I�II I I\1\II\I/\I_jI x\1\I_\'/I,\1/I\�1lI//1\I2I\�I/�\o/�:II I\I IlI/Il N`I/O\�lIIIII I I\\/II\\I III\\//\XI II\I�1I\I/,1�1,I IIII I1I�I I\Il\/II\1 II I\I/\I'II\/I II 1/\\\M/-\I//\1\I�\.'I\/\\1/II2',I \I\II I I I' \I I\\ I\\�/P \Il JI \' \\IIII Ii\ \ \ \ 4\\ \ f \\ , , ��/��••'� �F ESS`ICO S.N � CONTOUR BUTTERMILK C} * PROPOSE D D FENCE PROPOSED SILT FERN C ESF EXISTING TREE LINE / WWW / \ \ PROPOSED TREE LINE 55S V REMOVE TREES SLOPES>15% PANELS NYSEG L-314� NYT 186\ , GUNDERMAN ROAD W W `\ • ,�Y / PROT \ LOCATION �r, WWyWWWWWWWW�\ . . W W WWWWyW Town ofDanby WAW W W W W LOCATION SKETCH U i WWY N Y N Y N W N W Y Client: I� NORBUT SOLAR 1241 UNIVERSITY AVE. W Y Y W Y W Y W Y W Y W/- ROCHESTER, NY 14607 ON W W W W W W W W W W W W W W W Y W Y N I WETLAND AREA H x BUTTERMILK PASSERO ASSOCIATES CREEK(FLAGGED) W-W 242 West Main street suite 100 (585)325-1000 Rochester,New York 14614 Fax:(585)325-16912.00 AC Principal-in-Charge Jess Sudol, PE Project Manager David Cox, PE Designed by Austin Goodwin, EIT.W W W W W W W W W W W W W W \ T/ /\/ 10-J/- 19! 2 N /Y RC O 10 9F DE'EDS,/ �p4lEL \ C ER a W Y W Y i y i W Y W Y W Y W Y W W V \ ` �AG� 8 � Y. 4' BOX WIRE FENCE 1,130 IL 23 N W W W W W W W W W W W Y=W Y W W W W W Y W Y W 120 121 N W W W o 0,v' 1 HP. \O ` Y W Y W Y Y Y Y Y Y W Y Y Y Y Y W Y Y W n 121 RevisionsPLANT LIST No. Date By Description 'lO (5) SC-W 10 04/26/22 ABG PER NYSDEC FINAL COMMENTS J 12 11 05/10/22 ABG PER TG MILLER COMMENTS 3 10/6/21 ABG PER TG MILLER COMMENTS ^ WWWWW WW (4) TO-T 4 11/01/21 ABG PER SHPO COMMENTSNo WWyW W y W y W y SYMBOL SCIENTIFIC NAME COMMONNAME MATURE HEIGHT X WIDTH 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP W yW W y EZ W - WW . . . . . . . . . . . POPERTY LIN ALTERNATIN 6 11/30/21 ABG PER P01 REVISIONS I IRUNS ALONG � \ CENTERLINE OF 7 12 01 21 AB PER INCLUSION OF TCSW WETLANDS 8 01/03/22 ABG PER NYSDEC COMMENTS CREEK CC CARPINUS CAROLINIANA AMERICAN HORNBEAM 20-25 x 20 9 03/25/22 ABG PER NYSDEC & TCSW COMMENTSZ UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN d SC-v SALIX CAPREA (WETLAND) PUSSY WILLOW 15 25 x 12 15 VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED , WWWWWWW Q 7 W W W W W W W\ W W W Y W Y W Y W W Y W = \\ TO THUJA OCCIDENTALISTECHNY, AMERICAN ARBORVITAE 10-15 x 8 Y Y W Y i W W Y W YY. �treampebbIe /./ YWYW WYWWYW . .IW W W WW , T//A 10-1 23 L I ' LANDSCAPE ARCHITECTURE / alt• NIGRA 20x5 10 1010 Highland Avenue oRochester,NY 14620N%F1 � T/b G� DANBY tel:585-760-994 o www.pebble-stream.com w DS, PAGE VR /2/45 OF D SC EENIN /' / 4 NOTES: PLAN E 852 \ NOR[ OLAR 0 1 1Y o// 1 . NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN u, DANBY SITEEXISTING VEGETATION FENCE LOCATION AS WELL AS SIGHT LINES FROM NEARBY o ___ W W Y W Y W Y ! RESIDENCES. Town/City: ITHACA CD o County: TOMPKINS State: NEW YORK a, Y H Y Y W Y No.2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED. Project \ \ O i 20213129.0001 N _ W Drawing No.3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES. Sheet No. o POST , W/WIRE N TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT. (TYPICAL Scale: APPROXIMATE LOCATION q I1 — 1 o BUTTERMILK CREEK 1 — 40 O F B U� E \\ \ II \\— ^\( Date UG E UG \ ,\ \ \ OCTOBER 2021 UG E NOT FOR CONSTRUCTION Rk Passero Associates 1 T/A 10-1-19.12 N/F ROE 589°51'S$"E 3573.55'(OVERALL) LIBER 610 OF DEEDS,PAGE 852 T/AN10 ROE 12 S79'37'46"'E(DEED) II '1 N89'S1'D& LIBER 610 OF DEEDS,PAGE 852 I I 368).30'(DEED MEAS.) 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J Gc(NOT Tol E Erz J0,,9ae axp RECgiDED UaNUARv tz,t9a9 w UBFft J,T OFMAP PORPONS OF THE REFERENCE MATERIAL AS LISTED HEREON AND FROM NDO8 PROPERTYMECTOILN.ANOTES OF AN INSTRUMENT SURVEY COMPLETED JUNE 14,2021.THIS $ 2000 AND RECORDED OCi08ER 23.2000 Ix uBER NA, EPA'.BY TEIEY VIER]BDOF DE Ds.POAGEEI m G LANDS TO BE PARCEL IS SUBJECT TO ANY EASEMENTS OR ENCUMBRANCES OF RECORD. 1D 869 OF DEEDS,PAGE 264P(uOiEVLOTTaANDIBELE)EM ENFTIED EURAtI'MAP N0.Ba BUD HILL NO CERTIFICATION IS EXTENDED TO INFORMATION NOT REFERENCED. SPIN NA q , RVEr MAP ux°s OF OF N rvoWA�xs AND Fuxrs Fuacxns WITZ"GE 1 AN IMAP EPA Y TO F LANDS a RDBERT AND D2ABE r taa Ix R MENGMAP OD26,D082 MIGRTIDN 20213129 e0001 MH GNA ALL x MAM S-1 NI �N 1 G SUB-1 1 of 3 6.a°,�P°raa,°.0m .NO.DFO, DATE 1x=80' RESEOT TR NSFERB. To ADDITIONAL INBnTI,TIGNB oR JUNE 2021 ONLY CONES FROM THE ORISNAL OF HIS SLRAY MARKED I...OR ..._1 IS"_I... V.AHVIA.IA I OR-MR ED A LRIE .A. 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INSTRUMENT#2020-12573 APIRI Al MICATOR STREAM"T=L/G STREAM GIARREL (NOT F-AGGEG) 1. IINI 11 IIINEI -al-3 9-717,o-9"E 4--�_ 1�,Nel RE-1AI 60.00' ED C S80'28'42"E(DEED) N-DI s8-1. 11-1I.IU E- LOT 1E 11 ULLR. 1, N89-181: I NEC, PPEW1.AR -I"R. PROPOSED CR055 ACCESS EASEMENT BETWEEN LOTS 1,2 Ila AND 3 Revisions PROPOSED CROSS T/A 10-1-21.124 ACCESS EASEMENT N/F MONTGOMERY Go OR IN u BETWEEN LOTS 1,2 INSTRUMENT#2018-10051 7 AND 3 I NN LOT 2 I 9 11E*A"C" N8919'46'W 1005.62' IRA GUNDERMAN RD. vn N894958W 1532.08 AS N79-35'49"E(DEED)N;9'05'37"W(DEED) 0.1PIPE FOUR T/A lHO-1-57.11 S N/F AILLOWAY U LEIB RD. ftiy INSTRUMENT#590094-001 T/A 10-1-5.32 N/F RATIN REAL ESTATE LLC INSTRUMENT#2G18-06571 TOWN OF R.L' S!ANBY Passero Associates REFERENCES: N VN'� CR.';7r 'AV 1014 91� MAI PREPARED 11 TICI_NI A_1"T''AIDI TO 11 COMARED TO .AM A NOR" .... ANIN _N NO C11- NORIBUT SOUR FARM,ULC DATUM NOTES IEc$ 2, A'1=o.GY TO.MILLER P.L,ESS-RAY MAI NO.1. 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'ResBEENEE. as.C(sxo E. 0 / MARCHcEos.A E i(sxoPxry ncconj 1 G uxos To DE m B ECITED w GEED RECGRGED xovTMRER , Llnrn sNBC,IMAP NG.s4 eAm ELT f / B Goo.(xo EaljlI IN EnT AGREEMENT REconDED sEP1EMaER a 2o1a As INSTRUMENT No.IDS-1oo5a.snowry / 1MCNANSMU. GR Y MAP uxos of G I• y °)Me eOlEllA 11101Yl 11-11 EwA xEAnG,L1 sPMRExAEE 4OBARLES -6os.Nsxovm xEREaN) / 1 a<T n11E HAWxc xo.n,ae2Gs mTH ax P,xjarvoamwEs 30.leas Arv0 RECORDED IAILARY 12.194e IN LIaER 317 OF, 2 21 12 IAA.—01 o AL ON GA;RECOBDID �EPTEM ERN MAPGRRGN 0 3 9 000 ® / \ OF AI U RGSERT I'D EU2AaE N R«IISTRUMENT GG 4234 e as o Ao®s PA saP'o:TEo.I LEASE B,zaDD AI / 05 (NOT PLG TAaLE)ONLY COPES FROM THE ONGINAL OF THIS SUMARNED D RE GROm OGTGBER za.zmG Ix EIaER DraSUB-1 3 of 3 MH nA x D r. xFOR M R BAR HIS 1"=40' aDDaEOFTGNIFE, To AD. NALINanNo OR JUNE2021 A B D E G H J K SYSTEM SUMMARY: e� namast6 _.. 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 Amim April 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 April 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 April2022 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 April 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 April 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 April 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 April 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 April 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 April 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) 122.13 121.88 -0.2% Qf Total (cfs) 303.24 302.88 -0.1% See the Appendix K for all green infrastructure calculations. PA 8 April 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: ComparisonRunoff ,b Stormwater Runoff Condition: Runoff(cfs) 1 year 10 year 100 year Norbut Solar Danby TOTAL EXISTING 35.72 122.13 303.24 TOTAL PROPOSED 35.56 121.88 302.88 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 April 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 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. PA 10 April 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York 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 April 2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX A. SWPPP PRACTICES, PROCEDURES AND CERTIFICATIONS RA April 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 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 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 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX B. AERIAL PHOTOGRAPH PA April 2022 ���.��,. � ".�'r"'_.�1 a � 'f� .:�����•,.�1 '�-=i^vy .f' - - e•��� - =► -- 5 i= —•fir _ '_ ' ...- -:4 �. .�. 'tea. 1 � j :a.; �� �• ,,,, _r�.� _ �. el i PROJECT LOCATION i, RAAERIAL PHOTOGRAPH April2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX C. SITE AS DEPICTED BY THE USGS QUADRANGLE MAP PA April 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 April 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 April2022 Stormwater Pollution Prevention Plan Norbut Solar- Danby, New York APPENDIX E. FEDERAL. WETLAND MAPPING RA April 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 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 April 2022 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 F. SOILS MAP PA April 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 channery D 113 0.2% sill k—,0 1�3 D.+dc�1:7,739 F pied—A��e(]S'x&Y)�� P—m 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 Edg6: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: sl.p- 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 RASOILS MAP April2022 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX G. FEMA MAPPING RA April 2022 KEY TO SYMBOLS ZONE G4 ....... ... 20NEDEEIGNATIONS• WTI 4}: ......................... ZONE C Ear Flood 61—Una with downw in Irt —513— Sar FI d EwaNen arl—..M.R wI1hM ter IEL EETI 11wnion Ealnwroo Marh NM)Y Rhwr UFA •M1.6 'EXPLANATION OF ZONE DESIGNATIONS A............mwlm,xM.al»a..wnwwaar.eammanar.ecwmnr le r.,,a a..gnrm Roca IMr•rb.ln,NM ampnmm�.umap FFMA M.. lam E,/an— CORPORATE UNITS A 1 r.m1 t06v.•r laps—Xem w.Mm.•11 Rem n«ra 1•rnws nw=1-1. AD u,a 100�n•,r.nnlem 1N,mp Rem mpn 1 le]f.w.wmun a Rem a.qn MA•M m R,r o.r,.eenal Mu xlr.n la 1 A. V Md100rw.MXow M1rw4M wnr.a.aM w.p.M1w•II m.I11aM INmI)IIM:bw � nma N«wianF•r.•no.n.pur M Xeoa n•+ar!Nvor,Fr.Owam,M. f * AlAXI N..,d 100.F.r llem.ps.Rma N«niwn,r�a Roof nw.a eMv.6nwmmm. 01 RT.96-�+ b2 03 A9! «aaloo..n noa rowmolMap•nooe o.aw,on mr.m.nr x.n r.�,.n.er. J P P' n neea,M.rm,am M1eea nuw IMwa rIr rrlwmm,a. aJP�I"Ei E'1• a A...eaM«nrim,ualm.r.ullme n,e soomwxe.a.•I...a l.......... nmpM GH GP whw.—h. I—I r O EHI J c c Ar...Dona soa«.r lam O •- JGP �C o um.a enbrwm�nm.p1 sanH..Ilma nurb. THIS AREA 00 COMMUNITY U CA �. r O Y An,..11O0 r.x—AM Irma w.n vnmrn iw,ra M�mt Mu Ikea Nmnim,,m neea SHOWN AS INSET AON PAGE wa IMrNtml blwmmm. 6 — O vtvl9 Ar...a tivl r.reo..rrtlieea r.nn.NwNRu.r.rumy;mv.11ma N«wm,ma Ram M.•re l,nw blrm,ma. NOTES TO USER 2 I C........Mr in IM w.cul Ilan n,.re r.«I«rms A.na VI mn m ormMm p elried cenNd AO .nmr.xd.n�m.«e amXrm.X..rb,Pwnl ram n....e H... NELSON RD. XNww M F0000 iN5URINCE.AIE MAP EFFECTIVE un rnm,pNv xe.nunurn�n m..oiw.wnw..I«nw�nw brn.Mr.bweawrnnm * Te am F n Ileea—1 rc.n..eva.n In..mmmun�N.era.er rear i..ur.rs.w.nr,v c.n In. //�� i wn.l Flom awnnc.Prgr•m.n ra01 aX1.6820 1d4* OJ J--/ TINITIAL IDEN71FICATION AUGUST 2,1974 FL000 HAZ11O BOUNOARY MA►REVISIONS J VNE 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 RAFEMA MAP April 2022 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX H. ARCHEOLOGICAL SENSITIVE AREAS & IPAC LONG EARED BAT CONSISTENCY LETTERS RA April 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 RA ARCHEOLOGICAL SENSITIVE AREAS MAP April2022 I,STA' RK parks, Recreation, E OF4RTUNITY. and Historic Preservation KATHY HOCHUL ERIK KULLESEID Governor Commissioner May 10, 2022 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 continuing to consult with 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. We note the Roe Barn and Danby Town Hall, both Eligible to be listed on the State and National Registers of Historic Places, are located within 150 feet of the proposed relocation of the access road and Point of Interconnection (POI). We have reviewed the Screening Plan dated March 25, 2022, the revised Access Road and POI Plan dated March 25, 2022, and the Line-of-Sight Study received May 9, 2022. We understand the relocation of the planned access road will move the road away from the Roe Barn and closer to the Danby Town Hall. The existing screening plan includes extensive planting of vegetation around the perimeter of the planned access road and the eastern perimeter of the POI. Based upon our review of the updated documents and existing conditions, it is the opinion of the OPRFP that the proposed project will continue to have No Adverse Impact on historic and archaeological resources. If you have any questions, please feel free to reach out via email. Sincerely, / 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://parks.ny.gov/shpo 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 4/26/2022 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 79 35.9 2836 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 6641 Total Area 84.93 Weighted CN 7s.2 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 2 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area EbB,LaB,EbB Woods Or Forest Land Woods-Fair condition D 79 11.58 915 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 1652 Total Area 21.29 Weighted CN 77.6 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 3 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area MaC,EbB,LaB3, Woods Or Forest Land Woods-Fair condition D 79 1.02 81 La B MaC,EbB,LaB3, Meadow Meadow-Good Condition D 78 0.64 50 La B Total Area x Cn 131 Total Area 1.66 Weighted CN 7s.6 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 EXISTING DRAINAGE AREA 4 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area ErA,LaB Woods Or Forest Land Woods-Fair condition D 79 2.74 216 Total Area x Cn 216 Total Area 2.74 Weighted CN 79.0 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 4/26/2022 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 79 12.32 973 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,RhA Paved Parking Roofs Driveways Etc Standard D 91 1.85 168 Concrete Transformer Pads LaB,RhA Paved Parking Roofs Driveways Etc Standard D 98 0.028 3 Total Area x Cn 6644 Total Area 84.96 Weighted CN 78.2 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 2 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area EbB,LaB,EbB Woods Or Forest Land Woods-Fair condition D 79 3.2 253 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 1644 Total Area 21.29 Weighted CN 77.z Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 3 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area MaC,EbB,LaB3, Woods Or Forest Land Woods-Fair condition D 79 1.02 81 La B MaC,EbB,LaB3, Meadow Meadow-Good Condition D 78 0.64 60 La B Total Area x Cn 131 Total Area 1.66 Weighted CN 78.6 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129.0001 PROPOSED DRAINAGE AREA 4 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area ErA,LaB Woods Or Forest Land Woods-Fair condition D 79 2.74 216 Total Area x Cn 216 Total Area 2.74 Weighted CN 79.0 Weighted Cn Chart Norbut Solar Danby Solar Array Norbut Solar Danby Solar Array20213129 PROPOSED DRAINAGE AREA 5 4/26/2022 Soil Name Land Use Detail Soil Type Cn Area(Acre) Cn*Area LaB Meadow Meadow-Good Condition D 79 0.7 55 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 92 Total Area 1.2 Weighted CN 79.03 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX J. EXTREME PERCIPITATION, TIME OF CONCENTRATION WORKSHEETS AND STORM HYDROGRAPHS RA April 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 C CD C 12 kCD ED 15 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 Tuesday, 04/26/2022 2 Hydrograph Return Period Recap draflow Hydrographs Extension for AutodeskO Civil 3D®by Autodesk,Inc.v2022 Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type hyd(s) Description (origin) 1-yr 2-yr 3-yr 5-yr 10-yr T25-yr 50-yr 100-yr 1 SCS Runoff ------ 27.84 ------- ------- ------- 94.83 ------- ------- 234.47 EX-1 2 SCS Runoff ------ 7.033 ------- ------- ------- 24.76 ------- ------- 62.01 EX-2 3 SCS Runoff ------ 1.262 ------- ------- ------- 3.868 ------- ------- 9.225 EX-3 4 SCS Runoff ------ 1.908 ------- ------- ------- 5.876 ------- ------- 14.05 EX-4 5 SCS Runoff ------ 0.297 ------- ------- ------- 1.514 ------- ------- 4.338 EX-5 11 SCS Runoff ------ 27.84 ------- ------- ------- 94.83 ------- ------- 234.47 PR-1 12 SCS Runoff ------ 6.722 ------- ------- ------- 24.24 ------- ------- 61.29 PR-2 13 SCS Runoff ------ 1.262 ------- ------- ------- 3.868 ------- ------- 9.225 PR-3 14 SCS Runoff ------ 1.908 ------- ------- ------- 5.876 ------- ------- 14.05 PR-4 15 SCS Runoff ------ 0.719 ------- ------- ------- 2.248 ------- ------- 5.383 PR-5 31 Combine 1,2,3, 35.72 ------- ------- ------- 122.13 ------- ------- 303.24 TOTAL EX 4,5, 32 Combine 11, 12, 13, 35.56 ------- ------- ------- 121.88 ------- ------- 302.88 TOTAL PR 14, 15, Proj. file: HYDROGRAPH_DANBY.gpw Tuesday, 04/26/2022 3 Hydrograph Summary Report Hydraflow Hydrographs Extension for AutodeskO Civil 3D®by Autodesk,Inc.v2022 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 SCS Runoff 27.84 2 736 148,195 ------ ------ ------ EX-1 2 SCS Runoff 7.033 2 734 36,322 ------ ------ ------ EX-2 3 SCS Runoff 1.262 2 720 3,021 ------ ------ ------ EX-3 4 SCS Runoff 1.908 2 722 5,299 ------ ------ ------ EX-4 5 SCS Runoff 0.297 2 726 1,201 ------ ------ ------ EX-5 11 SCS Runoff 27.84 2 736 148,195 ------ ------ ------ PR-1 12 SCS Runoff 6.722 2 734 35,201 ------ ------ ------ PR-2 13 SCS Runoff 1.262 2 720 3,021 ------ ------ ------ PR-3 14 SCS Runoff 1.908 2 722 5,299 ------ ------ ------ PR-4 15 SCS Runoff 0.719 2 724 2,194 ------ ------ ------ PR-5 31 Combine 35.72 2 736 194,037 1,2,3, ------ ------ TOTAL EX 4,5, 32 Combine 35.56 2 736 193,910 11, 12, 13, ------ ------ TOTAL PR 14, 15, HYDROGRAPH_DANBY.gpw Return Period: 1 Year Tuesday, 04/26/2022 4 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 1 EX-1 Hydrograph type = SCS Runoff Peak discharge = 27.84 cfs Storm frequency = 1 yrs Time to peak = 736 min Time interval = 2 min Hyd. volume = 148,195 cuft Drainage area = 84.930 ac Curve number = 78.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 35.40 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-1 Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs) 28.00 28.00 24.00 24.00 20.00 20.00 16.00 16.00 12.00 12.00 8.00 8.00 4.00 4.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (min) 5 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 1 EX-1 Description A B C Totals Sheet Flow Manning's n-value = 0.400 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 7.00 0.00 0.00 Travel Time (min) = 15.84 + 0.00 + 0.00 = 15.84 Shallow Concentrated Flow Flow length (ft) = 597.00 0.00 0.00 Watercourse slope (%) = 5.70 0.00 0.00 Surface description = Unpaved Unpaved Paved Average velocity (ft/s) =3.85 0.00 0.00 Travel Time (min) = 2.58 + 0.00 + 0.00 = 2.58 Channel Flow X sectional flow area (sqft) = 4.00 4.00 8.00 Wetted perimeter (ft) = 2.00 2.00 4.00 Channel slope (%) = 5.70 5.00 3.10 Manning's n-value = 0.240 0.240 0.050 Velocity (ft/s) =2.36 2.21 8.35 Flow length (ft) ({0})813.0 871.0 2359.0 Travel Time (min) = 5.75 + 6.57 + 4.71 = 17.03 Total Travel Time, Tc .............................................................................. 35.40 min 6 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 2 EX-2 Hydrograph type = SCS Runoff Peak discharge = 7.033 cfs Storm frequency = 1 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 36,322 cuft Drainage area = 21.290 ac Curve number = 77.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 31.60 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-2 Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs) 8.00 8.00 6.00 6.00 4.00 4.00 2.00 2.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 2 Time (min) 7 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 2 EX-2 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 2.00 0.00 0.00 Travel Time (min) = 17.37 + 0.00 + 0.00 = 17.37 Shallow Concentrated Flow Flow length (ft) = 772.00 483.00 1336.00 Watercourse slope (%) = 3.50 4.80 3.20 Surface description = Unpaved Unpaved Unpaved Average velocity (ft/s) =3.02 3.53 2.89 Travel Time (min) = 4.26 + 2.28 + 7.71 = 14.25 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 31.60 min 8 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 3 EX-3 Hydrograph type = SCS Runoff Peak discharge = 1.262 cfs Storm frequency = 1 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 3,021 cuft Drainage area = 1.660 ac Curve number = 78.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 9.70 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-3 Q (cfs) Hyd. No. 3 -- 1 Year Q (cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 3 Time (min) 9 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 3 EX-3 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 12.00 0.00 0.00 Travel Time (min) = 8.48 + 0.00 + 0.00 = 8.48 Shallow Concentrated Flow Flow length (ft) = 314.00 0.00 0.00 Watercourse slope (%) = 7.30 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =4.36 0.00 0.00 Travel Time (min) = 1.20 + 0.00 + 0.00 = 1.20 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 TotalTravel Time, Tc .............................................................................. 9.70 min 10 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 4 EX-4 Hydrograph type = SCS Runoff Peak discharge = 1.908 cfs Storm frequency = 1 yrs Time to peak = 722 min Time interval = 2 min Hyd. volume = 5,299 cuft Drainage area = 2.740 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 12.90 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-4 Q (cfs) Hyd. No. 4 -- 1 Year Q (cfs) 2.00 2.00 1.00 1.00 0.00 Ll 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 4 Time (min) 11 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 4 EX-4 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 5.70 0.00 0.00 Travel Time (min) = 11.42 + 0.00 + 0.00 = 11.42 Shallow Concentrated Flow Flow length (ft) = 254.00 0.00 0.00 Watercourse slope (%) = 3.30 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =2.93 0.00 0.00 Travel Time (min) = 1.44 + 0.00 + 0.00 = 1.44 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 12.90 min 12 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 5 EX-5 Hydrograph type = SCS Runoff Peak discharge = 0.297 cfs Storm frequency = 1 yrs Time to peak = 726 min Time interval = 2 min Hyd. volume = 1,201 cuft Drainage area = 1.200 ac Curve number = 71.8 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 16.40 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-5 Q (cfs) Hyd. No. 5 -- 1 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 - - 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 5 Time (min) 13 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 5 EX-5 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 2.50 0.00 0.00 Travel Time (min) = 15.89 + 0.00 + 0.00 = 15.89 Shallow Concentrated Flow Flow length (ft) = 102.00 0.00 0.00 Watercourse slope (%) = 4.00 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =3.23 0.00 0.00 Travel Time (min) = 0.53 + 0.00 + 0.00 = 0.53 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 16.40 min 14 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 11 PR-1 Hydrograph type = SCS Runoff Peak discharge = 27.84 cfs Storm frequency = 1 yrs Time to peak = 736 min Time interval = 2 min Hyd. volume = 148,195 cuft Drainage area = 84.930 ac Curve number = 78.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 35.40 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-1 Q (cfs) Hyd. No. 11 -- 1 Year Q (cfs) 28.00 28.00 24.00 24.00 20.00 20.00 16.00 16.00 12.00 12.00 8.00 8.00 4.00 4.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 11 Time (min) 15 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 12 PR-2 Hydrograph type = SCS Runoff Peak discharge = 6.722 cfs Storm frequency = 1 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 35,201 cuft Drainage area = 21.290 ac Curve number = 77.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 31.60 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-2 Q (cfs) Hyd. No. 12 -- 1 Year Q (cfs) 7.00 7.00 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 12 Time (min) 16 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 12 PR-2 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 2.00 0.00 0.00 Travel Time (min) = 17.37 + 0.00 + 0.00 = 17.37 Shallow Concentrated Flow Flow length (ft) = 772.00 483.00 1336.00 Watercourse slope (%) = 3.50 4.80 3.20 Surface description = Unpaved Unpaved Unpaved Average velocity (ft/s) =3.02 3.53 2.89 Travel Time (min) = 4.26 + 2.28 + 7.71 = 14.25 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 31.60 min 17 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 13 PR-3 Hydrograph type = SCS Runoff Peak discharge = 1.262 cfs Storm frequency = 1 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 3,021 cuft Drainage area = 1.660 ac Curve number = 78.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 9.70 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-3 Q (cfs) Hyd. No. 13-- 1 Year Q (cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 13 Time (min) 18 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 13 PR-3 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 12.00 0.00 0.00 Travel Time (min) = 8.48 + 0.00 + 0.00 = 8.48 Shallow Concentrated Flow Flow length (ft) = 314.00 0.00 0.00 Watercourse slope (%) = 7.30 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =4.36 0.00 0.00 Travel Time (min) = 1.20 + 0.00 + 0.00 = 1.20 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 TotalTravel Time, Tc .............................................................................. 9.70 min 19 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 14 PR-4 Hydrograph type = SCS Runoff Peak discharge = 1.908 cfs Storm frequency = 1 yrs Time to peak = 722 min Time interval = 2 min Hyd. volume = 5,299 cuft Drainage area = 2.740 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 12.90 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-4 Q (cfs) Hyd. No. 14-- 1 Year Q (cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 14 Time (min) 20 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 14 PR-4 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 5.70 0.00 0.00 Travel Time (min) = 11.42 + 0.00 + 0.00 = 11.42 Shallow Concentrated Flow Flow length (ft) = 254.00 0.00 0.00 Watercourse slope (%) = 3.30 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =2.93 0.00 0.00 Travel Time (min) = 1.44 + 0.00 + 0.00 = 1.44 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 12.90 min 21 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 15 PR-5 Hydrograph type = SCS Runoff Peak discharge = 0.719 cfs Storm frequency = 1 yrs Time to peak = 724 min Time interval = 2 min Hyd. volume = 2,194 cuft Drainage area = 1.200 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 16.40 min Total precip. = 1.99 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-5 Q (cfs) Hyd. No. 15-- 1 Year Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0.00 - - 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 15 Time (min) 22 TR55 Tc Worksheet Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Hyd. No. 15 PR-5 Description A B C Totals Sheet Flow Manning's n-value = 0.240 0.011 0.011 Flow length (ft) = 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 2.16 0.00 0.00 Land slope (%) = 2.50 0.00 0.00 Travel Time (min) = 15.89 + 0.00 + 0.00 = 15.89 Shallow Concentrated Flow Flow length (ft) = 102.00 0.00 0.00 Watercourse slope (%) = 4.00 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =3.23 0.00 0.00 Travel Time (min) = 0.53 + 0.00 + 0.00 = 0.53 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 16.40 min 23 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D8 by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 31 TOTAL EX Hydrograph type = Combine Peak discharge = 35.72 cfs Storm frequency = 1 yrs Time to peak = 736 min Time interval = 2 min Hyd. volume = 194,037 cuft Inflow hyds. = 1, 2, 3, 4, 5 Contrib. drain. area = 111.820 ac TOTAL EX Q (Cfs) Hyd. No. 31 -- 1 Year Q (cfs) 40.00 40.00 30.00 30.00 20.00 20.00 10.00 10.00 0.00 - - 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 31 Hyd No. 1 Hyd No. 2 Hyd No. 3 Time (min) Hyd No. 4 Hyd No. 5 24 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 32 TOTAL PR Hydrograph type = Combine Peak discharge = 35.56 cfs Storm frequency = 1 yrs Time to peak = 736 min Time interval = 2 min Hyd. volume = 193,910 cuft Inflow hyds. = 11, 12, 13, 14, 15 Contrib. drain. area = 111.820 ac TOTAL PR Q (cfs) Hyd. No. 32 -- 1 Year Q (cfs) 40.00 40.00 30.00 30.00 20.00 20.00 10.00 10.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 32 Hyd No. 11 Hyd No. 12 Hyd No. 13 Time (min) — Hyd No. 14 Hyd No. 15 25 Hydrograph Summary Report Hydraflow Hydrographs Extension for AutodeskO Civil 3D®by Autodesk,Inc.v2022 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 SCS Runoff 94.83 2 736 439,692 ------ ------ ------ EX-1 2 SCS Runoff 24.76 2 734 109,782 ------ ------ ------ EX-2 3 SCS Runoff 3.868 2 720 8,854 ------ ------ ------ EX-3 4 SCS Runoff 5.876 2 720 15,349 ------ ------ ------ EX-4 5 SCS Runoff 1.514 2 724 4,465 ------ ------ ------ EX-5 11 SCS Runoff 94.83 2 736 439,692 ------ ------ ------ PR-1 12 SCS Runoff 24.24 2 734 107,743 ------ ------ ------ PR-2 13 SCS Runoff 3.868 2 720 8,854 ------ ------ ------ PR-3 14 SCS Runoff 5.876 2 720 15,349 ------ ------ ------ PR-4 15 SCS Runoff 2.248 2 722 6,355 ------ ------ ------ PR-5 31 Combine 122.13 2 734 578,142 1,2,3, ------ ------ TOTAL EX 4,5, 32 Combine 121.88 2 734 577,992 11, 12, 13, ------ ------ TOTAL PR 14, 15, HYDROGRAPH_DANBY.gpw Return Period: 10 Year Tuesday, 04/26/2022 26 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 1 EX-1 Hydrograph type = SCS Runoff Peak discharge = 94.83 cfs Storm frequency = 10 yrs Time to peak = 736 min Time interval = 2 min Hyd. volume = 439,692 cuft Drainage area = 84.930 ac Curve number = 78.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 35.40 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-1 Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs) 100.00 100.00 90.00 90.00 80.00 80.00 70.00 70.00 60.00 60.00 50.00 50.00 40.00 40.00 30.00 30.00 20.00 20.00 10.00 10.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (min) 27 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 2 EX-2 Hydrograph type = SCS Runoff Peak discharge = 24.76 cfs Storm frequency = 10 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 109,782 cuft Drainage area = 21.290 ac Curve number = 77.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 31.60 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-2 Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs) 28.00 28.00 24.00 24.00 20.00 20.00 16.00 16.00 12.00 12.00 8.00 8.00 4.00 4.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 2 Time (min) 28 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 3 EX-3 Hydrograph type = SCS Runoff Peak discharge = 3.868 cfs Storm frequency = 10 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 8,854 cuft Drainage area = 1.660 ac Curve number = 78.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 9.70 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-3 Q (cfs) Hyd. No. 3-- 10 Year Q (cfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 L 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 3 Time (min) 29 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 4 EX-4 Hydrograph type = SCS Runoff Peak discharge = 5.876 cfs Storm frequency = 10 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 15,349 cuft Drainage area = 2.740 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 12.90 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-4 Q (cfs) Hyd. No. 4-- 10 Year Q (cfs) 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 4 Time (min) 30 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 5 EX-5 Hydrograph type = SCS Runoff Peak discharge = 1.514 cfs Storm frequency = 10 yrs Time to peak = 724 min Time interval = 2 min Hyd. volume = 4,465 cuft Drainage area = 1.200 ac Curve number = 71.8 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 16.40 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-5 Q (cfs) Hyd. No. 5-- 10 Year Q (cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 5 Time (min) 31 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 11 PR-1 Hydrograph type = SCS Runoff Peak discharge = 94.83 cfs Storm frequency = 10 yrs Time to peak = 736 min Time interval = 2 min Hyd. volume = 439,692 cuft Drainage area = 84.930 ac Curve number = 78.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 35.40 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-1 Q (cfs) Hyd. No. 11 -- 10 Year Q (cfs) 100.00 100.00 90.00 90.00 80.00 80.00 70.00 70.00 60.00 60.00 50.00 50.00 40.00 40.00 30.00 30.00 20.00 20.00 10.00 10.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 11 Time (min) 32 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 12 PR-2 Hydrograph type = SCS Runoff Peak discharge = 24.24 cfs Storm frequency = 10 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 107,743 cuft Drainage area = 21.290 ac Curve number = 77.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 31.60 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-2 Q (cfs) Hyd. No. 12-- 10 Year Q (cfs) 28.00 28.00 24.00 24.00 20.00 20.00 16.00 16.00 12.00 12.00 8.00 8.00 4.00 4.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 12 Time (min) 33 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 13 PR-3 Hydrograph type = SCS Runoff Peak discharge = 3.868 cfs Storm frequency = 10 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 8,854 cuft Drainage area = 1.660 ac Curve number = 78.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 9.70 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-3 Q (cfs) Hyd. No. 13-- 10 Year Q (cfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 L 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 13 Time (min) 34 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 14 PR-4 Hydrograph type = SCS Runoff Peak discharge = 5.876 cfs Storm frequency = 10 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 15,349 cuft Drainage area = 2.740 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 12.90 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-4 Q (cfs) Hyd. No. 14 -- 10 Year Q (cfs) 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 14 Time (min) 35 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 15 PR-5 Hydrograph type = SCS Runoff Peak discharge = 2.248 cfs Storm frequency = 10 yrs Time to peak = 722 min Time interval = 2 min Hyd. volume = 6,355 cuft Drainage area = 1.200 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 16.40 min Total precip. = 3.41 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-5 Q (cfs) Hyd. No. 15-- 10 Year Q (cfs) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 15 Time (min) 36 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 31 TOTAL EX Hydrograph type = Combine Peak discharge = 122.13 cfs Storm frequency = 10 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 578,142 cuft Inflow hyds. = 1, 2, 3, 4, 5 Contrib. drain. area = 111.820 ac TOTAL EX Q (cfs) Hyd. No. 31 -- 10 Year Q (cfs) 140.00 140.00 120.00 120.00 100.00 100.00 80.00 80.00 60.00 60.00 40.00 40.00 20.00 20.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 31 Hyd No. 1 Hyd No. 2 Hyd No. 3 Time (min) Hyd No. 4 — Hyd No. 5 37 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 32 TOTAL PR Hydrograph type = Combine Peak discharge = 121.88 cfs Storm frequency = 10 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 577,992 cuft Inflow hyds. = 11, 12, 13, 14, 15 Contrib. drain. area = 111.820 ac TOTAL PR Q (cfs) Hyd. No. 32-- 10 Year Q (cfs) 140.00 140.00 120.00 120.00 100.00 100.00 80.00 80.00 60.00 60.00 40.00 40.00 20.00 20.00 JAL 0.00 - 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 32 Hyd No. 11 Hyd No. 12 Hyd No. 13 Time (min) Hyd No. 14 — Hyd No. 15 38 Hydrograph Summary Report Hydraflow Hydrographs Extension for AutodeskO Civil 3D®by Autodesk,Inc.v2022 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 SCS Runoff 234.47 2 734 1,061,940 ------ ------ ------ EX-1 2 SCS Runoff 62.01 2 732 267,987 ------ ------ ------ EX-2 3 SCS Runoff 9.225 2 718 21,234 ------ ------ ------ EX-3 4 SCS Runoff 14.05 2 720 36,554 ------ ------ ------ EX-4 5 SCS Runoff 4.338 2 722 12,183 ------ ------ ------ EX-5 11 SCS Runoff 234.47 2 734 1,061,940 ------ ------ ------ PR-1 12 SCS Runoff 61.29 2 732 264,906 ------ ------ ------ PR-2 13 SCS Runoff 9.225 2 718 21,234 ------ ------ ------ PR-3 14 SCS Runoff 14.05 2 720 36,554 ------ ------ ------ PR-4 15 SCS Runoff 5.383 2 722 15,136 ------ ------ ------ PR-5 31 Combine 303.24 2 734 1,399,899 1,2,3, ------ ------ TOTAL EX 4,5, 32 Combine 302.88 2 734 1,399,772 11, 12, 13, ------ ------ TOTAL PR 14, 15, HYDROGRAPH_DANBY.gpw Return Period: 100 Year Tuesday, 04/26/2022 39 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 1 EX-1 Hydrograph type = SCS Runoff Peak discharge = 234.47 cfs Storm frequency = 100 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 1,061,940 cuft Drainage area = 84.930 ac Curve number = 78.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 35.40 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-1 Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs) 240.00 240.00 210.00 210.00 180.00 180.00 150.00 150.00 120.00 120.00 90.00 90.00 60.00 60.00 30.00 30.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (min) 40 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 2 EX-2 Hydrograph type = SCS Runoff Peak discharge = 62.01 cfs Storm frequency = 100 yrs Time to peak = 732 min Time interval = 2 min Hyd. volume = 267,987 cuft Drainage area = 21.290 ac Curve number = 77.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 31.60 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-2 Q (cfs) Hyd. No. 2-- 100 Year Q (cfs) 70.00 70.00 60.00 60.00 50.00 50.00 40.00 40.00 30.00 30.00 20.00 20.00 10.00 10.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 2 Time (min) 41 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 3 EX-3 Hydrograph type = SCS Runoff Peak discharge = 9.225 cfs Storm frequency = 100 yrs Time to peak = 718 min Time interval = 2 min Hyd. volume = 21,234 cuft Drainage area = 1.660 ac Curve number = 78.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 9.70 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-3 Q (cfs) Hyd. No. 3-- 100 Year Q (cfs) 10.00 10.00 8.00 8.00 6.00 6.00 4.00 4.00 2.00 2.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 3 Time (min) 42 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 4 EX-4 Hydrograph type = SCS Runoff Peak discharge = 14.05 cfs Storm frequency = 100 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 36,554 cuft Drainage area = 2.740 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 12.90 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-4 Q (cfs) Hyd. No. 4-- 100 Year Q (cfs) 15.00 15.00 12.00 12.00 9.00 9.00 6.00 6.00 3.00 3.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 4 Time (min) 43 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 5 EX-5 Hydrograph type = SCS Runoff Peak discharge = 4.338 cfs Storm frequency = 100 yrs Time to peak = 722 min Time interval = 2 min Hyd. volume = 12,183 cuft Drainage area = 1.200 ac Curve number = 71.8 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 16.40 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 EX-5 Q (cfs) Hyd. No. 5-- 100 Year Q (cfs) 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 5 Time (min) 44 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 11 PR-1 Hydrograph type = SCS Runoff Peak discharge = 234.47 cfs Storm frequency = 100 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 1,061,940 cuft Drainage area = 84.930 ac Curve number = 78.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 35.40 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-1 Q (cfs) Hyd. No. 11 -- 100 Year Q (cfs) 240.00 240.00 210.00 210.00 180.00 180.00 150.00 150.00 120.00 120.00 90.00 90.00 60.00 60.00 30.00 30.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 11 Time (min) 45 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 12 PR-2 Hydrograph type = SCS Runoff Peak discharge = 61.29 cfs Storm frequency = 100 yrs Time to peak = 732 min Time interval = 2 min Hyd. volume = 264,906 cuft Drainage area = 21.290 ac Curve number = 77.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 31.60 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-2 Q (cfs) Hyd. No. 12 -- 100 Year Q (cfs) 70.00 70.00 60.00 60.00 50.00 50.00 40.00 40.00 30.00 30.00 20.00 20.00 10.00 10.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 12 Time (min) 46 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 13 PR-3 Hydrograph type = SCS Runoff Peak discharge = 9.225 cfs Storm frequency = 100 yrs Time to peak = 718 min Time interval = 2 min Hyd. volume = 21,234 cuft Drainage area = 1.660 ac Curve number = 78.6 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 9.70 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-3 Q (cfs) Hyd. No. 13 -- 100 Year Q (cfs) 10.00 10.00 8.00 8.00 6.00 6.00 4.00 4.00 2.00 2.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 13 Time (min) 47 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 14 PR-4 Hydrograph type = SCS Runoff Peak discharge = 14.05 cfs Storm frequency = 100 yrs Time to peak = 720 min Time interval = 2 min Hyd. volume = 36,554 cuft Drainage area = 2.740 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 12.90 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-4 Q (cfs) Hyd. No. 14 -- 100 Year Q (cfs) 15.00 15.00 12.00 12.00 9.00 9.00 6.00 6.00 3.00 3.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 14 Time (min) 48 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 15 PR-5 Hydrograph type = SCS Runoff Peak discharge = 5.383 cfs Storm frequency = 100 yrs Time to peak = 722 min Time interval = 2 min Hyd. volume = 15,136 cuft Drainage area = 1.200 ac Curve number = 79 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 16.40 min Total precip. = 5.87 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 PR-5 Q (cfs) Hyd. No. 15-- 100 Year Q (cfs) 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 15 Time (min) 49 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 31 TOTAL EX Hydrograph type = Combine Peak discharge = 303.24 cfs Storm frequency = 100 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 1,399,899 cuft Inflow hyds. = 1, 2, 3, 4, 5 Contrib. drain. area = 111.820 ac TOTAL EX Q (cfs) Hyd. No. 31 -- 100 Year Q (cfs) 320.00 320.00 280.00 280.00 240.00 240.00 200.00 200.00 160.00 160.00 120.00 120.00 80.00 80.00 40.00 40.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 31 Hyd No. 1 Hyd No. 2 Hyd No. 3 Time (min) Hyd No. 4 — Hyd No. 5 50 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Hyd. No. 32 TOTAL PR Hydrograph type = Combine Peak discharge = 302.88 cfs Storm frequency = 100 yrs Time to peak = 734 min Time interval = 2 min Hyd. volume = 1,399,772 cuft Inflow hyds. = 11, 12, 13, 14, 15 Contrib. drain. area = 111.820 ac TOTAL PR Q (cfs) Hyd. No. 32 -- 100 Year Q (cfs) 320.00 320.00 280.00 280.00 240.00 240.00 200.00 200.00 160.00 160.00 120.00 120.00 80.00 80.00 40.00 40.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 32 Hyd No. 11 Hyd No. 12 Hyd No. 13 Time (min) — Hyd No. 14 Hyd No. 15 51 Hydraflow Rainfall Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 Return Intensity-Duration-Frequency Equation Coefficients(FHA) Period (Yrs) B D E (N/A) 1 0.0000 0.0000 0.0000 -------- 2 69.8703 13.1000 0.8658 -------- 3 0.0000 0.0000 0.0000 -------- 5 79.2597 14.6000 0.8369 -------- 10 88.2351 15.5000 0.8279 -------- 25 102.6072 16.5000 0.8217 -------- 50 114.8193 17.2000 0.8199 -------- 100 127.1596 17.8000 0.8186 -------- File name:SampleFHA.idf Intensity= B/(Tc+ D)^E Return Intensity Values(in/hr) Period (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 5.69 4.61 3.89 3.38 2.99 2.69 2.44 2.24 2.07 1.93 1.81 1.70 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 6.57 5.43 4.65 4.08 3.65 3.30 3.02 2.79 2.59 2.42 2.27 2.15 10 7.24 6.04 5.21 4.59 4.12 3.74 3.43 3.17 2.95 2.77 2.60 2.46 25 8.25 6.95 6.03 5.34 4.80 4.38 4.02 3.73 3.48 3.26 3.07 2.91 50 9.04 7.65 6.66 5.92 5.34 4.87 4.49 4.16 3.88 3.65 3.44 3.25 100 9.83 8.36 7.30 6.50 5.87 5.36 4.94 4.59 4.29 4.03 3.80 3.60 Tc=time in minutes.Values may exceed 60. Preci .file name:Sam le. c Rainfall Precipitation Table (in) Storm Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 1.99 2.16 0.00 2.66 3.41 2.82 4.47 5.87 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-1st 0.00 0.00 0.00 0.00 0.00 5.38 6.50 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 0.00 0.00 5.25 6.00 0.00 Hydraflow Table of Contents HYDROGRAPH_DANBY.gpw Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,04/26/2022 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 Contents continued... HYDROGRAPH_DANBY.gpw Hydrograph No. 1, SCS Runoff, EX-1.................................................................................... 39 Hydrograph No. 2, SCS Runoff, EX-2.................................................................................... 40 Hydrograph No. 3, SCS Runoff, EX-3.................................................................................... 41 Hydrograph No. 4, SCS Runoff, EX-4.................................................................................... 42 Hydrograph No. 5, SCS Runoff, EX-5.................................................................................... 43 Hydrograph No. 11, SCS Runoff, PR-1.................................................................................. 44 Hydrograph No. 12, SCS Runoff, PR-2.................................................................................. 45 Hydrograph No. 13, SCS Runoff, PR-3.................................................................................. 46 Hydrograph No. 14, SCS Runoff, PR-4.................................................................................. 47 Hydrograph No. 15, SCS Runoff, PR-5.................................................................................. 48 Hydrograph No. 31, Combine, TOTAL EX............................................................................. 49 Hydrograph No. 32, Combine, TOTAL PR............................................................................ 50 OFReport.................................................................................................................. 51 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX K. GREEN INFRASTRUCTURE SHEETS RA April 2022 Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) = [(P)(Rv)(A)] /12 Is this project subject to Chapter 10 of the NYS Design Manual (i.e. WQv is equal to post- development 1 year runoff volume)?...................................................................................... No Design Point: Manually enter P, Total Area and Impervious Cover. P=J 1.00 linch Breakdown of Subcatchments Catchment Total Area Impervious Area Percent WQv Impervious Rv 3 Description Number (Acres) (Acres) (ft ) 00 1 0.03 0.03 100% 0.95 103 Filter Strips 2 7.50 0.00 0% 0.05 1,361 Riparian Buffer 3 7.50 0.00 0% 0.05 1,361 Riparian Buffer 4 2.22 0.00 0% 0.05 403 Porous Pavement 5 6 7 8 9 10 Subtotal (1-30) 17.25 0.03 0% 0.05 3,229 Subtotal 1 Total 17.25 0.03 0% 0.05 3,229 Initial WQv Identify Runoff Reduction Techniques By Area Total Contributing Technique Contributing Impervious Area Notes Area (Acre) (Acre) Conservation of Natural Areas 2.22 0.00 minimum 10,000 sf Riparian Buffers 15.00 0.00 maximum contributing length 75 feet to 150 feet Filter Strips 0.03 0.03 Up to 100 sf directly connected impervious Tree Planting 0.00 0.00 area may be subtracted per tree Total 1 17.25 1 0.03 Recalculate WQv after application of Area Reduction Techniques Total Area Impervious Area Percent Runoff WQv (Acres) (Acres) Impervious Coefficient (ft 3 ) % Rv "«Initial WQv" 17.25 0.03 0% 0.05 3,229 Subtract Area -17.25 -0.03 WQv adjusted after Area 0.00 0.00 0% 0.05 0 Reductions Disconnection of Rooftops 0.00 Adjusted WQv after Area Reduction and Rooftop 0.00 0.00 0% 0.05 0 Disconnect WQv reduced by Area Reduction techniques 3,229 Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) = [(P)(Rv)(A)] /12 Runoff Red me and Treated volumes Total Runoff Reduction Techiques/Standard Total Contributing W4v Contributing Reduced WQv SMPs Area Impervious (RRv) Treated Area (acres) (acres) cf cf Conservation of Natural Areas RR-1 2.22 0.00 Sheetflow to Riparian Buffers/Filter o RR-2 15.03 0.03 4-1 Strips Tree Planting/Tree Pit RR-3 0.00 0.00 Disconnection of Rooftop Runoff RR-4 0.00 Vegetated Swale RR-5 0.00 0.00 0 o Rain Garden RR-6 0.00 0.00 0 Stormwater Planter RR-7 0.00 0.00 0 v Rain Barrel/Cistern RR-8 0.00 0.00 Q 0 Porous Pavement RR-9 2.22 0.00 403 Green Roof(Intensive & Extensive) RR-10 0.00 0.00 0 Infiltration Trench 1-1 0.00 0.00 0 0 a t Infiltration Basin 1-2 0.00 0.00 0 0 U v) a Dry Well 1-3 0.00 0.00 0 0 U Underground Infiltration System 1-4 -0 of ruCC -- Bioretention & Infiltration Bioretention F-5 0.00 0.00 0 0 Dry swale 0-1 0.00 0.00 0 0 Micropool Extended Detention (P-1) P-1 Wet Pond (P-2) P-2 Wet Extended Detention (P-3) P-3 Multiple Pond system (P-4) P-4 Pocket Pond (p-5) P-5 73 Surface Sand filter (F-1) F-1 _0 Underground Sand filter (F-2) F-2 L Perimeter Sand Filter(F-3) F-3 Organic Filter (F-4 F-4 N Shallow Wetland (W-1) W-1 Extended Detention Wetland (W-2 W-2 Pond/Wetland System (W-3) W-3 Pocket Wetland (W-4) W-4 Wet Swale (0-2) 0-2 Totals by Area Reduction 17.25 0.03 3229 Totals by Volume Reduction 2.22 0.00 403 Totals by Standard SMP w/RRV 0.00 0.00 0 0 Totals by Standard SMP 0.00 0.00 0 Totals ( Area + Volume + all SMPs) 19.47 0.03 3,632 0 Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 Enter the Soils Data for the site Soil Group Acres S A 55% B 10.04 40% C 5.58 30% D 95.98 20% Total Area 111.6 Calculate the Minimum RRv S = 0.22 Impervious = 0.03 acre Precipitation 1 in Rv 0.95 Minimum RRv 23 Ift3 0.00 of Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 # NOI Question Reported Value cf of 28 Total Water Quality Volume (WQv) Required 3229 0.074 30 Total RRV Provided 3632 0.083 31 Is RRv Provided >_WQv Required? Yes 32 Minimum RRv 23 0.001 32a Is RRv Provided >_ Minimum RRv Required? Yes 33a Total WQv Treated 0 0.000 34 Sum of Volume Reduced &Treated 3632 0.083 34 Sum of Volume Reduced and Treated 3632 0.083 35 Is Sum RRv Provided and WQv Provided >_WQv Required? Yes Apply Peak Flow Attenuation 36 Channel Protection Cpv 37 Overbank Qp 37 Extreme Flood Control Qf Are Quantity Control requirements met? Yes Plan Completed Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 Design Point: Enter Site Data For Drainage Area to be Treated by Practice Catchment Total Area Impervious Percent WQv Precipitation Area Impervious Rv 3 Description Number (Acres) (Acres) % (ft ) (in) 1 0.03 0.03 1.00 0.95 103.46 1.00 Filter Strips Design Elements Is another area based practice applied to No YIN this area? Amended Soils & Dense Turf Cover? Yes YIN Is area protected from compaction from Yes YIN heavy equipment during construction? Small Area of Impervious Area &close to Yes YIN source? Composte Amendments? Yes YIN Boundary Spreader? Yes YIN Gravel Diaphram at tap Boundary Zone? Yes YIN 25 feet of level grass Specify how sheet flow will be ensured. gravel level spreader shall be used for buffer diaphragm slopes ranging from 3-15% Average contributing slope 5 % 3%maximum unless a level spreader is Slope of first 10 feet of Filter Strip 2 2%maximum Overall Slope 5 % 8%maximum Contributing Length of Pervious Areas (PC) 0 ft 150 ft maximum Contributing Length of Impervious areas 16 ft 75 ft maximum Maximum PC Contributing Length for combination of PC& IC 134 ft Soil Group (HSG) D 50 ft minimum for slopes 0-8% Filter Strip Width 50 ft 75 ft minimum for slopes 8-12% 100 ft minimum for slopes 12-15% HSG C or D increase by 15-20% Are All Criteria in Section 5.3.2 (fitter Yes strips) met? Area Reduction Adjustments Subtract 0.03 Acres from total Area Subtract 0.03 Acres from total Impervious Area Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) = [(P)(Rv)(A)] /12 Ap=Vw/(nxdt) Ap Required porous pavement surface area ft2 Vw Design Volume ft3 n porosity of gravel bed/resevoir Assume.4 far gravel dt depth of gravel bed/resevoir Design Point: Enter Site Data For Drainage Area to be Treated by Practice Catchment Total Area Impervious Percent WQv Precipitati Area Impervious Rv ( 3 on Description Number (Acres) (Acres) % ) (in) Porous 4 2.22 0.00 0.00 0.05 402.93 1.00 Pavement Enter Soil Infiltration Rate Soil Inflitration Rate 0.50 1 in/hour Calculate Required Surface Area Design Volume Vw 403 ft3 Are underdrains being used? No - Porosity of Gravel Bed n 0.20 - Gravel Bed Depth dt 1.00 ft Required Surface Area Ap 2,015 sf Surface Area Provided 96,838 sf Dimensions of pavement can be provided here Storage Volume Provided 1 19,368 Ift3 Determine the Runoff Reduction RRv 1 403 Ift 3 Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 Design Point: Enter Site Data For Drainage Area to be Treated by Practice Catchment Total Area Impervious Percent WQv Precipitati Number (Acres) Area Impervious Rv (ft 3) on Description (Acres) % (in) 2 7.50 0.00 0.00 0.05 1361.25 1.00 Riparian Buffer Design Elements Is another area based practice applied to No this area? Undisturbed Soil and Natural Vegetation? Yes (Y/N) Outside the limits of disturbance? Yes Protected by ESC during Construction? Yes Adjacent to Stream Buffer or Forest Yes Conservaton Area? Boundary Spreader? No GD at top of buffer Boundary Zone? No 10 feet of level grass Specify how sheet flow will be ensured level spreader shall be used for buffer slopes ranging from 3-15% Slope of first 10 feet of buffer 4 % 4% maximum Overall Slope 5 % 6% maximum Contributing Length of Pervious Areas (PC) 150 ft 150 ft maximum Contributing Length of Impervious areas 0 ft 75 ft maximum (IC) Maximum PC Contributing Length for combination of PC& IC 150 ft Okay Soil Group (HSG) D Buffer Width 50 ft 50 ft minimum for slopes 0-8% 75 ft minimum for slopes 8-12% Are All Criteria for Riparian Buffers in Yes Section 5.3.2 met? Area Reduction Adjustments Subtractl 7.50 Ifrom total Area Subtractl 0.00 Ifrom total Impervious Area Version 1.8 Total Water Quality Volume Calculation Last Updated: 11/09/2015 WQv(acre-feet) _ [(P)(Rv)(A)] /12 Design Point: Enter Site Data For Drainage Area to be Treated by Practice Catchment Total Area Impervious Percent WQv Precipitati Area Impervious Rv 3 on Description Number (Acres) (Acres) % (ft ) (in) 3 7.50 0.00 0.00 0.05 1361.25 1.00 Riparian Buffer Design Elements Is another area based practice applied to No this area? Undisturbed Soil and Natural Vegetation? Yes (Y/N) Outside the limits of disturbance? Yes Protected by ESC during Construction? Yes Adjacent to Stream Buffer or Forest Yes Conservaton Area? Boundary Spreader? No GD at top of buffer Boundary Zone? No 10 feet of level grass Specify how sheet flow will be ensured level spreader shall be used for buffer slopes ranging from 3-15% Slope of first 10 feet of buffer 4 % 4% maximum Overall Slope 5 % 6% maximum Contributing Length of Pervious Areas (PC) 150 ft 150 ft maximum Contributing Length of Impervious areas 0 ft 75 ft maximum (IC) Maximum PC Contributing Length for combination of PC & IC 150 ft Okay Soil Group (HSG) d Buffer Width 50 ft 50 ft minimum for slopes 0-8% 75 ft minimum for slopes 8-12% Are All Criteria for Riparian Buffers in Yes Section 5.3.2 met? Area Reduction Adjustments Subtract 7.50 from total Area Subtract 0.00 from total Impervious Area Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX L. NYSDEC SPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITY (PERMIT NO. GP-0-20-001) PA April 2022 NI�WrYORK Depart�nen to Opp U ITY Environmental l Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES From CONSTRUCTION ACTIVITY Permit No. GP- 0-20-001 Issued Pursuant to Article 17, Titles 7, 8 and Article 70 of the Environmental Conservation Law Effective Date: January 29, 2020 Expiration Date: January 28, 2025 John J. Ferguson Chief Permit Administrator uthorized Signature Date Address: NYS DEC Division of Environmental Permits 625 Broadway, 4th Floor Albany, N.Y. 12233-1750 PREFACE Pursuant to Section 402 of the Clean Water Act ("CWA"), stormwater discharges from certain construction activities are unlawful unless they are authorized by a National Pollutant Discharge Elimination System ("NPDES') permit or by a state permit program. New York administers the approved State Pollutant Discharge Elimination System (SPDES) program with permits issued in accordance with the New York State Environmental Conservation Law (ECL) Article 17, Titles 7, 8 and Article 70. An owner or operator of a construction activity that is eligible for coverage under this permit must obtain coverage prior to the commencement of construction activity. Activities that fit the definition of "construction activity', as defined under 40 CFR 122.26(b)(14)(x), (15)(i), and (15)(ii), constitute construction of a point source and therefore, pursuant to ECL section 17-0505 and 17-0701, the owner or operator must have coverage under a SPDES permit prior to commencing construction activity. The owner or operator cannot wait until there is an actual discharge from the construction site to obtain permit coverage. *Note: The italicized words/phrases within this permit are defined in Appendix A. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES Table of Contents Part 1. PERMIT COVERAGE AND LIMITATIONS.............................................................1 A. Permit Application .................................................................................................1 B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1 C. Post-construction Stormwater Management Practice Requirements ....................4 D. Maintaining Water Quality.....................................................................................8 E. Eligibility Under This General Permit.....................................................................9 F. Activities Which Are Ineligible for Coverage Under This General Permit ..............9 Part II. PERMIT COVERAGE...........................................................................................12 A. How to Obtain Coverage.....................................................................................12 B. Notice of Intent (NOI) Submittal ..........................................................................13 C. Permit Authorization............................................................................................13 D. General Requirements For Owners or Operators With Permit Coverage ...........15 E. Permit Coverage for Discharges Authorized Under GP-0-15-002.......................17 F. Change of Owner or Operator.............................................................................17 Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)...........................18 A. General SWPPP Requirements ..........................................................................18 B. Required SWPPP Contents ................................................................................20 C. Required SWPPP Components by Project Type.................................................24 Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS .....................................24 A. General Construction Site Inspection and Maintenance Requirements ..............24 B. Contractor Maintenance Inspection Requirements .............................................24 C. Qualified Inspector Inspection Requirements......................................................25 Part V. TERMINATION OF PERMIT COVERAGE...........................................................29 A. Termination of Permit Coverage .........................................................................29 Part VI. REPORTING AND RETENTION RECORDS......................................................31 A. Record Retention ................................................................................................31 B. Addresses ...........................................................................................................31 Part VII. STANDARD PERMIT CONDITIONS..................................................................31 A. Duty to Comply....................................................................................................31 B. Continuation of the Expired General Permit........................................................32 C. Enforcement........................................................................................................32 D. Need to Halt or Reduce Activity Not a Defense...................................................32 E. Duty to Mitigate ...................................................................................................33 F. Duty to Provide Information.................................................................................33 G. Other Information ................................................................................................33 H. Signatory Requirements......................................................................................33 I. Property Rights ...................................................................................................35 J. Severability..........................................................................................................35 K. Requirement to Obtain Coverage Under an Alternative Permit...........................35 L. Proper Operation and Maintenance ....................................................................36 M. Inspection and Entry ...........................................................................................36 N. Permit Actions.....................................................................................................37 O. Definitions ...........................................................................................................37 P. Re-Opener Clause ..............................................................................................37 Q. Penalties for Falsification of Forms and Reports.................................................37 R. Other Permits......................................................................................................38 APPENDIX A —Acronyms and Definitions .......................................................................39 Acronyms......................................................................................................................39 Definitions.....................................................................................................................40 APPENDIX B — Required SWPPP Components by Project Type ....................................48 Table1..........................................................................................................................48 Table2..........................................................................................................................50 APPENDIX C —Watersheds Requiring Enhanced Phosphorus Removal........................52 APPENDIX D —Watersheds with Lower Disturbance Threshold .....................................58 APPENDIX E — 303(d) Segments Impaired by Construction Related Pollutant(s) ...........59 APPENDIX F — List of NYS DEC Regional Offices ..........................................................65 (Part 1) Part 1. PERMIT COVERAGE AND LIMITATIONS A. Permit Application This permit authorizes stormwater discharges to surface waters of the State from the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x), 122.26(b)(15)(i) and 122.26(b)(15)(ii), provided all of the eligibility provisions of this permit are met: 1. Construction activities involving soil disturbances of one (1) or more acres; including disturbances of less than one acre that are part of a larger common plan of development or sale that will ultimately disturb one or more acres of land; excluding routine maintenance activity that is performed to maintain the original line and grade, hydraulic capacity or original purpose of a facility; 2. Construction activities involving soil disturbances of less than one (1) acre where the Department has determined that a SPDES permit is required for stormwater discharges based on the potential for contribution to a violation of a water quality standard or for significant contribution of pollutants to surface waters of the State. 3. Construction activities located in the watershed(s) identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. B. Effluent Limitations Applicable to Discharges from Construction Activities Discharges authorized by this permit must achieve, at a minimum, the effluent limitations in Part 1.B.1. (a) — (f) of this permit. These limitations represent the degree of effluent reduction attainable by the application of best practicable technology currently available. 1. Erosion and Sediment Control Requirements - The owner or operator must select, design, install, implement and maintain control measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. The selection, design, installation, implementation, and maintenance of these control measures must meet the non-numeric effluent limitations in Part 1.B.1.(a) — (f) of this permit and be in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016, using sound engineering judgment. Where control measures are not designed in conformance with the design criteria included in the technical standard, the owner or operator must include in the Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the 1 (Part 1.B.1) deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. a. Erosion and Sediment Controls. Design, install and maintain effective erosion and sediment controls to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such controls must be designed, installed and maintained to: (i) Minimize soil erosion through application of runoff control and soil stabilization control measure to minimize pollutant discharges; (ii) Control stormwater discharges, including both peak flowrates and total stormwater volume, to minimize channel and streambank erosion and scour in the immediate vicinity of the discharge points; (iii) Minimize the amount of soil exposed during construction activity; (iv) Minimize the disturbance of steep slopes; (v) Minimize sediment discharges from the site; (vi) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas and maximize stormwater infiltration to reduce pollutant discharges, unless infeasible; (vii) Minimize soil compaction. Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted; (viii) Unless infeasible, preserve a sufficient amount of topsoil to complete soil restoration and establish a uniform, dense vegetative cover; and (ix) Minimize dust. On areas of exposed soil, minimize dust through the appropriate application of water or other dust suppression techniques to control the generation of pollutants that could be discharged from the site. b. Soil Stabilization. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. For construction sites that directly discharge to one of the 303(d) segments 2 (Part 1.B.1.b) listed in Appendix E or is located in one of the watersheds listed in Appendix C, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. See Appendix A for definition of Temporarily Ceased. c. Dewatering. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, must be managed by appropriate control measures. d. Pollution Prevention Measures. Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such measures must be designed, installed, implemented and maintained to: (i) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. This applies to washing operations that use clean water only. Soaps, detergents and solvents cannot be used; (ii) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, hazardous and toxic waste, and other materials present on the site to precipitation and to stormwater. Minimization of exposure is not required in cases where the exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposure of a specific material or product poses little risk of stormwater contamination (such as final products and materials intended for outdoor use) ; and (iii) Prevent the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. e. Prohibited Discharges. The following discharges are prohibited: (i) Wastewater from washout of concrete; (ii) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; 3 (Part 13.1.e.iii) (iii) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; (iv) Soaps or solvents used in vehicle and equipment washing; and (v) Toxic or hazardous substances from a spill or other release. f. Surface Outlets. When discharging from basins and impoundments, the outlets shall be designed, constructed and maintained in such a manner that sediment does not leave the basin or impoundment and that erosion at or below the outlet does not occur. C. Post-construction Stormwater Management Practice Requirements 1. The owner or operator of a construction activity that requires post-construction stormwater management practices pursuant to Part III.C. of this permit must select, design, install, and maintain the practices to meet the performance criteria in the New York State Stormwater Management Design Manual ("Design Manual"), dated January 2015, using sound engineering judgment. Where post-construction stormwater management practices ("SMPs") are not designed in conformance with the performance criteria in the Design Manual, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. The owner or operator of a construction activity that requires post-construction stormwater management practices pursuant to Part III.C. of this permit must design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c. or d. of this permit. a. Sizing Criteria for New Development (i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality Volume ("WQv") by application of RR techniques and standard SMPs with RRv capacity. The total WQv shall be calculated in accordance with the criteria in Section 4.2 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. 4 (Part I.C.2.a.ii) For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 4.3 of the Design Manual. The remaining portion of the total WQv that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. (iv) Overbank Flood Control Criteria ("Qp"): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria ("Qf"): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. b. Sizing Criteria for New Development in Enhanced Phosphorus Removal Watershed (i) Runoff Reduction Volume (RRv): Reduce the total Water Quality Volume (WQv) by application of RR techniques and standard SMPs with RRv capacity. The total WQv is the runoff volume from the 1-year, 24 hour design storm over the post-developed watershed and shall be 5 (Part I.C.2.b.i) calculated in accordance with the criteria in Section 10.3 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.b.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 10.3 of the Design Manual. The remaining portion of the total WQv that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume (Cpv): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. (iv) Overbank Flood Control Criteria (Qp): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. 6 (Part I.C.2.c) c. Sizing Criteria for Redevelopment Activity (i) Water Quality Volume (WQv): The WQv treatment objective for redevelopment activity shall be addressed by one of the following options. Redevelopment activities located in an Enhanced Phosphorus Removal Watershed (see Part III.B.3. and Appendix C of this permit) shall calculate the WQv in accordance with Section 10.3 of the Design Manual. All other redevelopment activities shall calculate the WQv in accordance with Section 4.2 of the Design Manual. (1) Reduce the existing impervious cover by a minimum of 25% of the total disturbed, impervious area. The Soil Restoration criteria in Section 5.1.6 of the Design Manual must be applied to all newly created pervious areas, or (2) Capture and treat a minimum of 25% of the WQv from the disturbed, impervious area by the application of standard SMPs; or reduce 25% of the WQv from the disturbed, impervious area by the application of RR techniques or standard SMPs with RRv capacity., or (3) Capture and treat a minimum of 75% of the WQv from the disturbed, impervious area as well as any additional runoff from tributary areas by application of the alternative practices discussed in Sections 9.3 and 9.4 of the Design Manual., or (4) Application of a combination of 1, 2 and 3 above that provide a weighted average of at least two of the above methods. Application of this method shall be in accordance with the criteria in Section 9.2.1(B) (IV) of the Design Manual. If there is an existing post-construction stormwater management practice located on the site that captures and treats runoff from the impervious area that is being disturbed, the WQv treatment option selected must, at a minimum, provide treatment equal to the treatment that was being provided by the existing practice(s) if that treatment is greater than the treatment required by options 1 — 4 above. (ii) Channel Protection Volume (Cpv): Not required if there are no changes to hydrology that increase the discharge rate from the project site. (iii) Overbank Flood Control Criteria (Qp): Not required if there are no changes to hydrology that increase the discharge rate from the project site. (iv) Extreme Flood Control Criteria (Qf): Not required if there are no changes to hydrology that increase the discharge rate from the project site 7 (Part I.C.2.d) d. Sizing Criteria for Combination of Redevelopment Activity and New Development Construction projects that include both New Development and Redevelopment Activity shall provide post-construction stormwater management controls that meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part I.C.2.a. or b. of this permit for the New Development portion of the project and Part I.C.2.c of this permit for Redevelopment Activity portion of the project. D. Maintaining Water Quality The Department expects that compliance with the conditions of this permit will control discharges necessary to meet applicable water quality standards. It shall be a violation of the ECL for any discharge to either cause or contribute to a violation of water quality standards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of Codes, Rules and Regulations of the State of New York, such as: 1. There shall be no increase in turbidity that will cause a substantial visible contrast to natural conditions; 2. There shall be no increase in suspended, colloidal or settleable solids that will cause deposition or impair the waters for their best usages; and 3. There shall be no residue from oil and floating substances, nor visible oil film, nor globules of grease. If there is evidence indicating that the stormwater discharges authorized by this permit are causing, have the reasonable potential to cause, or are contributing to a violation of the water quality standards; the owner or operator must take appropriate corrective action in accordance with Part IV.C.5. of this general permit and document in accordance with Part IV.C.4. of this general permit. To address the water quality standard violation the owner or operator may need to provide additional information, include and implement appropriate controls in the SWPPP to correct the problem, or obtain an individual SPDES permit. If there is evidence indicating that despite compliance with the terms and conditions of this general permit it is demonstrated that the stormwater discharges authorized by this permit are causing or contributing to a violation of water quality standards, or if the Department determines that a modification of the permit is necessary to prevent a violation of water quality standards, the authorized discharges will no longer be eligible for coverage under this permit. The Department may require the owner or operator to obtain an individual SPDES permit to continue discharging. 8 (Part LE) E. Eligibility Under This General Permit 1. This permit may authorize all discharges of stormwater from construction activity to surface waters of the State and groundwaters except for ineligible discharges identified under subparagraph F. of this Part. 2. Except for non-stormwater discharges explicitly listed in the next paragraph, this permit only authorizes stormwater discharges; including stormwater runoff, snowmelt runoff, and surface runoff and drainage, from construction activities. 3. Notwithstanding paragraphs E.1 and E.2 above, the following non-stormwater discharges are authorized by this permit: those listed in 6 NYCRR 750- 1.2(a)(29)(vi), with the following exception: "Discharges from firefighting activities are authorized only when the firefighting activities are emergencies/unplanned"; waters to which other components have not been added that are used to control dust in accordance with the SWPPP; and uncontaminated discharges from construction site de-watering operations. All non-stormwater discharges must be identified in the SWPPP. Under all circumstances, the owner or operator must still comply with water quality standards in Part I.D of this permit. 4. The owner or operator must maintain permit eligibility to discharge under this permit. Any discharges that are not compliant with the eligibility conditions of this permit are not authorized by the permit and the owner or operator must either apply for a separate permit to cover those ineligible discharges or take steps necessary to make the discharge eligible for coverage. F. Activities Which Are Ineligible for Coverage Under This General Permit All of the following are not authorized by this permit: 1. Discharges after construction activities have been completed and the site has undergone final stabilization; 2. Discharges that are mixed with sources of non-stormwater other than those expressly authorized under subsection E.3. of this Part and identified in the SWPPP required by this permit; 3. Discharges that are required to obtain an individual SPDES permit or another SPDES general permit pursuant to Part VII.K. of this permit; 4. Construction activities or discharges from construction activities that may adversely affect an endangered or threatened species unless the owner or 9 (Part I.F.4) operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the project or the Department has issued a letter of non-jurisdiction for the project. All documentation necessary to demonstrate eligibility shall be maintained on site in accordance with Part II.D.2 of this permit; 5. Discharges which either cause or contribute to a violation of water quality standards adopted pursuant to the ECL and its accompanying regulations; 6. Construction activities for residential, commercial and institutional projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which are undertaken on land with no existing impervious cover, and c. Which disturb one (1) or more acres of land designated on the current United States Department of Agriculture ("USDA") Soil Survey as Soil Slope Phase "D", (provided the map unit name is inclusive of slopes greater than 25%), or Soil Slope Phase "E" or "1=" (regardless of the map unit name), or a combination of the three designations. 7. Construction activities for linear transportation projects and linear utility projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which are undertaken on land with no existing impervious cover, and c. Which disturb two (2) or more acres of land designated on the current USDA Soil Survey as Soil Slope Phase "D" (provided the map unit name is inclusive of slopes greater than 25%), or Soil Slope Phase "E" or "1=" (regardless of the map unit name), or a combination of the three designations. 10 (Part I.F.8) 8. Construction activities that have the potential to affect an historic property, unless there is documentation that such impacts have been resolved. The following documentation necessary to demonstrate eligibility with this requirement shall be maintained on site in accordance with Part II.D.2 of this permit and made available to the Department in accordance with Part VII.F of this permit: a. Documentation that the construction activity is not within an archeologically sensitive area indicated on the sensitivity map, and that the construction activity is not located on or immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places, and that there is no new permanent building on the construction site within the following distances from a building, structure, or object that is more than 50 years old, or if there is such a new permanent building on the construction site within those parameters that NYS Office of Parks, Recreation and Historic Preservation (OPRHP), a Historic Preservation Commission of a Certified Local Government, or a qualified preservation professional has determined that the building, structure, or object more than 50 years old is not historically/archeologically significant. ■ 1-5 acres of disturbance - 20 feet ■ 5-20 acres of disturbance - 50 feet ■ 20+ acres of disturbance - 100 feet, or b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency Historic Preservation Officer (APO), and (i) the State Environmental Quality Review (SEAR) Environmental Assessment Form (EAF) with a negative declaration or the Findings Statement, with documentation of OPRHP's agreement with the resolution; or (ii) documentation from OPRHP that the construction activity will result in No Impact; or (iii) documentation from OPRHP providing a determination of No Adverse Impact; or (iv) a Letter of Resolution signed by the owner/operator, OPRHP and the DEC APO which allows for this construction activity to be eligible for coverage under the general permit in terms of the State Historic Preservation Act (SHPA); or c. Documentation of satisfactory compliance with Section 106 of the National Historic Preservation Act for a coterminous project area: 11 (Part I.F.8.c) (i) No Affect (ii) No Adverse Affect (iii) Executed Memorandum of Agreement, or d. Documentation that: (i) SHPA Section 14.09 has been completed by NYS DEC or another state agency. 9. Discharges from construction activities that are subject to an existing SPDES individual or general permit where a SPDES permit for construction activity has been terminated or denied; or where the owner or operator has failed to renew an expired individual permit. Part II. PERMIT COVERAGE A. How to Obtain Coverage 1. An owner or operator of a construction activity that is not subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then submit a completed Notice of Intent (NOI) to the Department to be authorized to discharge under this permit. 2. An owner or operator of a construction activity that is subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then have the SWPPP reviewed and accepted by the regulated, traditional land use control MS4 prior to submitting the NOI to the Department. The owner or operator shall have the "MS4 SWPPP Acceptance" form signed in accordance with Part VII.H., and then submit that form along with a completed NOI to the Department. 3. The requirement for an owner or operator to have its SWPPP reviewed and accepted by the regulated, traditional land use control MS4 prior to submitting the NOI to the Department does not apply to an owner or operator that is obtaining permit coverage in accordance with the requirements in Part II.F. (Change of Owner or Operator) or where the owner or operator of the construction activity is the regulated, traditional land use control MS4 . This exemption does not apply to construction activities subject to the New York City Administrative Code. 12 (Part 113) B. Notice of Intent (NOI) Submittal 1. Prior to December 21, 2020, an owner or operator shall use either the electronic (eNOl) or paper version of the NOI that the Department prepared. Both versions of the NOI are located on the Department's website (http://www.dec.ny.gov/ ). The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the following address: NOTICE OF INTENT NYS DEC, Bureau of Water Permits 625 Broadway, 4t" Floor Albany, New York 12233-3505 2. Beginning December 21, 2020 and in accordance with EPA's 2015 NPDES Electronic Reporting Rule (40 CFR Part 127), the owner or operator must submit the NOI electronically using the Department's online NOI. 3. The owner or operator shall have the SWPPP preparer sign the "SWPPP Preparer Certification" statement on the NOI prior to submitting the form to the Department. 4. As of the date the NOI is submitted to the Department, the owner or operator shall make the NOI and SWPPP available for review and copying in accordance with the requirements in Part VII.F. of this permit. C. Permit Authorization 1. An owner or operator shall not commence construction activity until their authorization to discharge under this permit goes into effect. 2. Authorization to discharge under this permit will be effective when the owner or operator has satisfied all of the following criteria: a. project review pursuant to the State Environmental Quality Review Act ("SEQRA") have been satisfied, when SEQRA is applicable. See the Department's website (http://www.dec.ny.gov/) for more information, b. where required, all necessary Department permits subject to the Uniform Procedures Act ("UPA') (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or operators of construction activities that are required to obtain UPA permits 13 (Part II.C.2.b) must submit a preliminary SWPPP to the appropriate DEC Permit Administrator at the Regional Office listed in Appendix F at the time all other necessary UPA permit applications are submitted. The preliminary SWPPP must include sufficient information to demonstrate that the construction activity qualifies for authorization under this permit, c. the final SWPPP has been prepared, and d. a complete NOI has been submitted to the Department in accordance with the requirements of this permit. 3. An owner or operator that has satisfied the requirements of Part II.C.2 above will be authorized to discharge stormwater from their construction activity in accordance with the following schedule: a. For construction activities that are not subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives a complete electronic version of the NOI (eNO1) for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.B.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post-construction stormwater management practices pursuant to Part III.C.; or (ii) Sixty (60) business days from the date the Department receives a complete NOI (electronic or paper version) for construction activities with a SWPPP that has not been prepared in conformance with the design criteria in technical standard referenced in Part III.B.1. or, for construction activities that require post-construction stormwater management practices pursuant to Part III.C., the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, or; (iii) Ten (10) business days from the date the Department receives a complete paper version of the NOI for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.B.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post-construction stormwater management practices pursuant to Part III.C. 14 (Part H.C.1b) b. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives both a complete electronic version of the NOI (eNO1) and signed "MS4 SWPPP Acceptance" form, or (ii) Ten (10) business days from the date the Department receives both a complete paper version of the NOI and signed "MS4 SWPPP Acceptance" form. 4. Coverage under this permit authorizes stormwater discharges from only those areas of disturbance that are identified in the NOI. If an owner or operator wishes to have stormwater discharges from future or additional areas of disturbance authorized, they must submit a new NOI that addresses that phase of the development, unless otherwise notified by the Department. The owner or operator shall not commence construction activity on the future or additional areas until their authorization to discharge under this permit goes into effect in accordance with Part II.C. of this permit. D. General Requirements For Owners or Operators With Permit Coverage 1. The owner or operator shall ensure that the provisions of the SWPPP are implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization and the Notice of Termination ("NOT") has been submitted to the Department in accordance with Part V. of this permit. This includes any changes made to the SWPPP pursuant to Part III.A.4. of this permit. 2. The owner or operator shall maintain a copy of the General Permit (GP-0-20- 001), NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form, inspection reports, responsible contractor's or subcontractor's certification statement (see Part III.A.6.), and all documentation necessary to demonstrate eligibility with this permit at the construction site until all disturbed areas have achieved final stabilization and the NOT has been submitted to the Department. The documents must be maintained in a secure location, such as a job trailer, on-site construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. 3. The owner or operator of a construction activity shall not disturb greater than five (5) acres of soil at any one time without prior written authorization from the Department or, in areas under the jurisdiction of a regulated, traditional land 15 (Part II.D.3) use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity). At a minimum, the owner or operator must comply with the following requirements in order to be authorized to disturb greater than five (5) acres of soil at any one time: a. The owner or operator shall have a qualified inspector conduct at least two (2) site inspections in accordance with Part IV.C. of this permit every seven (7) calendar days, for as long as greater than five (5) acres of soil remain disturbed. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. b. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. The soil stabilization measures selected shall be in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. c. The owner or operator shall prepare a phasing plan that defines maximum disturbed area per phase and shows required cuts and fills. d. The owner or operator shall install any additional site-specific practices needed to protect water quality. e. The owner or operator shall include the requirements above in their SWPPP. 4. In accordance with statute, regulations, and the terms and conditions of this permit, the Department may suspend or revoke an owner's or operator's coverage under this permit at any time if the Department determines that the SWPPP does not meet the permit requirements or consistent with Part VII.K.. 5. Upon a finding of significant non-compliance with the practices described in the SWPPP or violation of this permit, the Department may order an immediate stop to all activity at the site until the non-compliance is remedied. The stop work order shall be in writing, describe the non-compliance in detail, and be sent to the owner or operator. 6. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4, the owner or operator shall notify the 16 (Part II.D.6) regulated, traditional land use control MS4 in writing of any planned amendments or modifications to the post-construction stormwater management practice component of the SWPPP required by Part III.A. 4. and 5. of this permit. Unless otherwise notified by the regulated, traditional land use control MS4, the owner or operator shall have the SWPPP amendments or modifications reviewed and accepted by the regulated, traditional land use control MS4 prior to commencing construction of the post-construction stormwater management practice. E. Permit Coverage for Discharges Authorized Under GP-0-15-002 1. Upon renewal of SPDES General Permit for Stormwater Discharges from Construction Activity (Permit No. GP-0-15-002), an owner or operator of a construction activity with coverage under GP-0-15-002, as of the effective date of GP- 0-20-001, shall be authorized to discharge in accordance with GP- 0-20- 001, unless otherwise notified by the Department. An owner or operator may continue to implement the technical/design components of the post-construction stormwater management controls provided that such design was done in conformance with the technical standards in place at the time of initial project authorization. However, they must comply with the other, non-design provisions of GP-0-20-001. F. Change of Owner or Operator 1. When property ownership changes or when there is a change in operational control over the construction plans and specifications, the original owner or operator must notify the new owner or operator, in writing, of the requirement to obtain permit coverage by submitting a NOI with the Department. For construction activities subject to the requirements of a regulated, traditional land use control MS4, the original owner or operator must also notify the MS4, in writing, of the change in ownership at least 30 calendar days prior to the change in ownership. 2. Once the new owner or operator obtains permit coverage, the original owner or operator shall then submit a completed NOT with the name and permit identification number of the new owner or operator to the Department at the address in Part 1I.B.1. of this permit. If the original owner or operator maintains ownership of a portion of the construction activity and will disturb soil, they must maintain their coverage under the permit. 3. Permit coverage for the new owner or operator will be effective as of the date the Department receives a complete NOI, provided the original owner or 17 (Part II1.3) operator was not subject to a sixty (60) business day authorization period that has not expired as of the date the Department receives the NOI from the new owner or operator. Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) A. General SWPPP Requirements 1. A SWPPP shall be prepared and implemented by the owner or operator of each construction activity covered by this permit. The SWPPP must document the selection, design, installation, implementation and maintenance of the control measures and practices that will be used to meet the effluent limitations in Part I.B. of this permit and where applicable, the post-construction stormwater management practice requirements in Part I.C. of this permit. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be submitted to the Department prior to the commencement of construction activity. A copy of the completed, final NOI shall be included in the SWPPP. 2. The SWPPP shall describe the erosion and sediment control practices and where required, post-construction stormwater management practices that will be used and/or constructed to reduce the pollutants in stormwater discharges and to assure compliance with the terms and conditions of this permit. In addition, the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges. 3. All SWPPPs that require the post-construction stormwater management practice component shall be prepared by a qualified professional that is knowledgeable in the principles and practices of stormwater management and treatment. 4. The owner or operator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are being used or will be used during construction, and all post-construction stormwater management practices that will be constructed on the site. At a minimum, the owner or operator shall amend the SWPPP, including construction drawings: a. whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the site; 18 (Part III.A.4.b) b. whenever there is a change in design, construction, or operation at the construction site that has or could have an effect on the discharge of pollutants; c. to address issues or deficiencies identified during an inspection by the qualified inspector, the Department or other regulatory authority; and d. to document the final construction conditions. 5. The Department may notify the owner or operator at any time that the SWPPP does not meet one or more of the minimum requirements of this permit. The notification shall be in writing and identify the provisions of the SWPPP that require modification. Within fourteen (14) calendar days of such notification, or as otherwise indicated by the Department, the owner or operator shall make the required changes to the SWPPP and submit written notification to the Department that the changes have been made. If the owner or operator does not respond to the Department's comments in the specified time frame, the Department may suspend the owner's or operator's coverage under this permit or require the owner or operator to obtain coverage under an individual SPDES permit in accordance with Part II.D.4. of this permit. 6. Prior to the commencement of construction activity, the owner or operator must identify the contractor(s) and subcontractor(s) that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s) and subcontractor(s) that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: "I hereby certify under penalty of law 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 19 (Part III.A.6) 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 am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations" In addition to providing the certification statement above, the certification page must also identify the specific elements of the SWPPP that each contractor and subcontractor will be responsible for and include the name and title of the person providing the signature; the name and title of the trained contractor responsible for SWPPP implementation; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification statement is signed. The owner or operator shall attach the certification statement(s) to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. 7. For projects where the Department requests a copy of the SWPPP or inspection reports, the owner or operator shall submit the documents in both electronic (PDF only) and paper format within five (5) business days, unless otherwise notified by the Department. B. Required SWPPP Contents 1. Erosion and sediment control component - All SWPPPs prepared pursuant to this permit shall include erosion and sediment control practices designed in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. Where erosion and sediment control practices are not designed in conformance with the design criteria included in the technical standard, the owner or operator must demonstrate equivalence to the technical standard. At a minimum, the erosion and sediment control component of the SWPPP shall include the following: a. Background information about the scope of the project, including the location, type and size of project 20 (Part III.B.1.b) b. A site map/construction drawing(s) for the project, including a general location map. At a minimum, the site map shall show the total site area; all improvements; areas of disturbance; areas that will not be disturbed; existing vegetation; on-site and adjacent off-site surface water(s); flood plain/floodway boundaries; wetlands and drainage patterns that could be affected by the construction activity; existing and final contours ; locations of different soil types with boundaries; material, waste, borrow or equipment storage areas located on adjacent properties; and location(s) of the stormwater discharge(s); c. A description of the soil(s) present at the site, including an identification of the Hydrologic Soil Group (HSG); d. A construction phasing plan and sequence of operations describing the intended order of construction activities, including clearing and grubbing, excavation and grading, utility and infrastructure installation and any other activity at the site that results in soil disturbance; e. A description of the minimum erosion and sediment control practices to be installed or implemented for each construction activity that will result in soil disturbance. Include a schedule that identifies the timing of initial placement or implementation of each erosion and sediment control practice and the minimum time frames that each practice should remain in place or be implemented; f. A temporary and permanent soil stabilization plan that meets the requirements of this general permit and the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016, for each stage of the project, including initial land clearing and grubbing to project completion and achievement of final stabilization; g. A site map/construction drawing(s) showing the specific location(s), size(s), and length(s) of each erosion and sediment control practice; h. The dimensions, material specifications, installation details, and operation and maintenance requirements for all erosion and sediment control practices. Include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; i. A maintenance inspection schedule for the contractor(s) identified in Part III.A.6. of this permit, to ensure continuous and effective operation of the erosion and sediment control practices. The maintenance inspection 21 (Part 111.B.1 J) schedule shall be in accordance with the requirements in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016; j. A description of the pollution prevention measures that will be used to control litter, construction chemicals and construction debris from becoming a pollutant source in the stormwater discharges; k. A description and location of any stormwater discharges associated with industrial activity other than construction at the site, including, but not limited to, stormwater discharges from asphalt plants and concrete plants located on the construction site; and I. Identification of any elements of the design that are not in conformance with the design criteria in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. Include the reason for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. Post-construction stormwater management practice component — The owner or operator of any construction project identified in Table 2 of Appendix B as needing post-construction stormwater management practices shall prepare a SWPPP that includes practices designed in conformance with the applicable sizing criteria in Part I.C.2.a., c. or d. of this permit and the performance criteria in the technical standard, New York State Stormwater Management Design Manual dated January 2015 Where post-construction stormwater management practices are not designed in conformance with the performance criteria in the technical standard, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. The post-construction stormwater management practice component of the SWPPP shall include the following: a. Identification of all post-construction stormwater management practices to be constructed as part of the project. Include the dimensions, material specifications and installation details for each post-construction stormwater management practice; 22 (Part III.B.2.b) b. A site map/construction drawing(s) showing the specific location and size of each post-construction stormwater management practice; c. A Stormwater Modeling and Analysis Report that includes: (i) Map(s) showing pre-development conditions, including watershed/subcatchments boundaries, flow paths/routing, and design points; (ii) Map(s) showing post-development conditions, including watershed/subcatchments boundaries, flow paths/routing, design points and post-construction stormwater management practices; (iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis) for the required storm events. Include supporting calculations (model runs), methodology, and a summary table that compares pre and post- development runoff rates and volumes for the different storm events; (iv) Summary table, with supporting calculations, which demonstrates that each post-construction stormwater management practice has been designed in conformance with the sizing criteria included in the Design Manual; (v) Identification of any sizing criteria that is not required based on the requirements included in Part I.C. of this permit; and (vi) Identification of any elements of the design that are not in conformance with the performance criteria in the Design Manual. Include the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the Design Manual; d. Soil testing results and locations (test pits, borings); e. Infiltration test results, when required; and f. An operations and maintenance plan that includes inspection and maintenance schedules and actions to ensure continuous and effective operation of each post-construction stormwater management practice. The plan shall identify the entity that will be responsible for the long term operation and maintenance of each practice. 23 (Part 111.B.3) 3. Enhanced Phosphorus Removal Standards - All construction projects identified in Table 2 of Appendix B that are located in the watersheds identified in Appendix C shall prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the applicable sizing criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria, Enhanced Phosphorus Removal Standards included in the Design Manual. At a minimum, the post-construction stormwater management practice component of the SWPPP shall include items 2.a - 2.f. above. C. Required SWPPP Components by Project Type Unless otherwise notified by the Department, owners or operators of construction activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only includes erosion and sediment control practices designed in conformance with Part III.B.1 of this permit. Owners or operators of the construction activities identified in Table 2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater management practices designed in conformance with Part III.B.2 or 3 of this permit. Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS A. General Construction Site Inspection and Maintenance Requirements 1. The owner or operator must ensure that all erosion and sediment control practices (including pollution prevention measures) and all post-construction stormwater management practices identified in the SWPPP are inspected and maintained in accordance with Part W.B. and C. of this permit. 2. The terms of this permit shall not be construed to prohibit the State of New York from exercising any authority pursuant to the ECL, common law or federal law, or prohibit New York State from taking any measures, whether civil or criminal, to prevent violations of the laws of the State of New York or protect the public health and safety and/or the environment. B. Contractor Maintenance Inspection Requirements 1. The owner or operator of each construction activity identified in Tables 1 and 2 of Appendix B shall have a trained contractor inspect the erosion and sediment control practices and pollution prevention measures being implemented within the active work area daily to ensure that they are being maintained in effective operating condition at all times. If deficiencies are identified, the contractor shall 24 (Part IV.B.1) begin implementing corrective actions within one business day and shall complete the corrective actions in a reasonable time frame. 2. For construction sites where soil disturbance activities have been temporarily suspended (e.g. winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the trained contractor can stop conducting the maintenance inspections. The trained contractor shall begin conducting the maintenance inspections in accordance with Part IV.13.1. of this permit as soon as soil disturbance activities resume. 3. For construction sites where soil disturbance activities have been shut down with partial project completion, the trained contractor can stop conducting the maintenance inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. C. Qualified Inspector Inspection Requirements The owner or operator shall have a qualified inspector conduct site inspections in conformance with the following requirements: [Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot conduct the qualified inspector site inspections unless they meet the qualified inspector qualifications included in Appendix A. In order to perform these inspections, the trained contractor would have to be a: ■ licensed Professional Engineer, ■ Certified Professional in Erosion and Sediment Control (CPESC), ■ New York State Erosion and Sediment Control Certificate Program holder ■ Registered Landscape Architect, or ■ someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity]. 1. A qualified inspector shall conduct site inspections for all construction activities identified in Tables 1 and 2 of Appendix B, with the exception of: a. the construction of a single family residential subdivision with 25% or less impervious cover at total site build-out that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located 25 (Part IV.C.1.a) in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; b. the construction of a single family home that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; c. construction on agricultural property that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres; and d. construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. 2. Unless otherwise notified by the Department, the qualified inspector shall conduct site inspections in accordance with the following timetable: a. For construction sites where soil disturbance activities are on-going, the qualified inspector shall conduct a site inspection at least once every seven (7) calendar days. b. For construction sites where soil disturbance activities are on-going and the owner or operator has received authorization in accordance with Part 11.D.3 to disturb greater than five (5) acres of soil at any one time, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. c. For construction sites where soil disturbance activities have been temporarily suspended (e.g. winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the qualified inspector shall conduct a site inspection at least once every thirty (30) calendar days. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to reducing the frequency of inspections. 26 (Part IV.C.2.d) d. For construction sites where soil disturbance activities have been shut down with partial project completion, the qualified inspector can stop conducting inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to the shutdown. If soil disturbance activities are not resumed within 2 years from the date of shutdown, the owner or operator shall have the qualified inspector perform a final inspection and certify that all disturbed areas have achieved final stabilization, and all temporary, structural erosion and sediment control measures have been removed; and that all post-construction stormwater management practices have been constructed in conformance with the SWPPP by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice" certification statements on the NOT. The owner or operator shall then submit the completed NOT form to the address in Part II.B.1 of this permit. e. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. 3. At a minimum, the qualified inspector shall inspect all erosion and sediment control practices and pollution prevention measures to ensure integrity and effectiveness, all post-construction stormwater management practices under construction to ensure that they are constructed in conformance with the SWPPP, all areas of disturbance that have not achieved final stabilization, all points of discharge to natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site, and all points of discharge from the construction site. 4. The qualified inspector shall prepare an inspection report subsequent to each and every inspection. At a minimum, the inspection report shall include and/or address the following: 27 (Part IV.C.4.a) a. Date and time of inspection; b. Name and title of person(s) performing inspection; c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection; d. A description of the condition of the runoff at all points of discharge from the construction site. This shall include identification of any discharges of sediment from the construction site. Include discharges from conveyance systems (i.e. pipes, culverts, ditches, etc.) and overland flow; e. A description of the condition of all natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site which receive runoff from disturbed areas. This shall include identification of any discharges of sediment to the surface waterbody; f. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance; g. Identification of all erosion and sediment control practices and pollution prevention measures that were not installed properly or are not functioning as designed and need to be reinstalled or replaced; h. Description and sketch of areas with active soil disturbance activity, areas that have been disturbed but are inactive at the time of the inspection, and areas that have been stabilized (temporary and/or final) since the last inspection; i. Current phase of construction of all post-construction stormwater management practices and identification of all construction that is not in conformance with the SWPPP and technical standards; j. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures; and to correct deficiencies identified with the construction of the post- construction stormwater management practice(s); k. Identification and status of all corrective actions that were required by previous inspection; and 28 (Part W.C.4.1) I. Digital photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report being maintained onsite within seven (7) calendar days of the date of the inspection. The qualified inspector shall also take digital photographs, with date stamp, that clearly show the condition of the practice(s) after the corrective action has been completed. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action work within seven (7) calendar days of that inspection. 5. Within one business day of the completion of an inspection, the qualified inspector shall notify the owner or operator and appropriate contractor or subcontractor identified in Part III.A.6. of this permit of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one business day of this notification and shall complete the corrective actions in a reasonable time frame. 6. All inspection reports shall be signed by the qualified inspector. Pursuant to Part II.D.2. of this permit, the inspection reports shall be maintained on site with the SWPPP. Part V. TERMINATION OF PERMIT COVERAGE A. Termination of Permit Coverage 1. An owner or operator that is eligible to terminate coverage under this permit must submit a completed NOT form to the address in Part II.13.1 of this permit. The NOT form shall be one which is associated with this permit, signed in accordance with Part VII.H of this permit. 2. An owner or operator may terminate coverage when one or more the following conditions have been met: a. Total project completion - All construction activity identified in the SWPPP has been completed; and all areas of disturbance have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post-construction stormwater management practices have been constructed in conformance with the SWPPP and are operational; 29 (Part V.A.2.b) b. Planned shutdown with partial project completion - All soil disturbance activities have ceased; and all areas disturbed as of the project shutdown date have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post- construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational; c. A new owner or operator has obtained coverage under this permit in accordance with Part II.F. of this permit. d. The owner or operator obtains coverage under an alternative SPDES general permit or an individual SPDES permit. 3. For construction activities meeting subdivision 2a. or 2b. of this Part, the owner or operator shall have the qualified inspector perform a final site inspection prior to submitting the NOT. The qualified inspector shall, by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice certification statements on the NOT, certify that all the requirements in Part V.A.2.a. or b. of this permit have been achieved. 4. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the owner or operator shall have the regulated, traditional land use control MS4 sign the "MS4 Acceptance" statement on the NOT in accordance with the requirements in Part VII.H. of this permit. The regulated, traditional land use control MS4 official, by signing this statement, has determined that it is acceptable for the owner or operator to submit the NOT in accordance with the requirements of this Part. The regulated, traditional land use control MS4 can make this determination by performing a final site inspection themselves or by accepting the qualified inspector's final site inspection certification(s) required in Part V.A.3. of this permit. 5. For construction activities that require post-construction stormwater management practices and meet subdivision 2a. of this Part, the owner or operator must, prior to submitting the NOT, ensure one of the following: a. the post-construction stormwater management practice(s) and any right-of- way(s) needed to maintain such practice(s) have been deeded to the municipality in which the practice(s) is located, 30 (Part V.A.5.b) b. an executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s), c. for post-construction stormwater management practices that are privately owned, the owner or operator has a mechanism in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record, d. for post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university, hospital), government agency or authority, or public utility; the owner or operator has policy and procedures in place that ensures operation and maintenance of the practices in accordance with the operation and maintenance plan. Part VI. REPORTING AND RETENTION RECORDS A. Record Retention The owner or operator shall retain a copy of the NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection reports that were prepared in conjunction with this permit for a period of at least five (5) years from the date that the Department receives a complete NOT submitted in accordance with Part V. of this general permit. B. Addresses With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must be submitted to the address referenced in Part II.13.1 of this permit), all written correspondence requested by the Department, including individual permit applications, shall be sent to the address of the appropriate DOW Water (SPDES) Program contact at the Regional Office listed in Appendix F. Part VII. STANDARD PERMIT CONDITIONS A. Duty to Comply The owner or operator must comply with all conditions of this permit. All contractors and subcontractors associated with the project must comply with the terms of the SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water 31 (Part VI LA) Act (CWA) and the ECL and is grounds for an enforcement action against the owner or operator and/or the contractor/subcontractor; permit revocation, suspension or modification; or denial of a permit renewal application. Upon a finding of significant non- compliance with this permit or the applicable SWPPP, the Department may order an immediate stop to all construction activity at the site until the non-compliance is remedied. The stop work order shall be in writing, shall describe the non-compliance in detail, and shall be sent to the owner or operator. If any human remains or archaeological remains are encountered during excavation, the owner or operator must immediately cease, or cause to cease, all construction activity in the area of the remains and notify the appropriate Regional Water Engineer (RWE). Construction activity shall not resume until written permission to do so has been received from the RWE. B. Continuation of the Expired General Permit This permit expires five (5) years from the effective date. If a new general permit is not issued prior to the expiration of this general permit, an owner or operator with coverage under this permit may continue to operate and discharge in accordance with the terms and conditions of this general permit, if it is extended pursuant to the State Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is issued. C. Enforcement Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns to strictly adhere to any of the permit requirements contained herein shall constitute a violation of this permit. There are substantial criminal, civil, and administrative penalties associated with violating the provisions of this permit. Fines of up to $37,500 per day for each violation and imprisonment for up to fifteen (15) years may be assessed depending upon the nature and degree of the offense. D. Need to Halt or Reduce Activity Not a Defense It shall not be a defense for an owner or operator in an enforcement action that it would have been necessary to halt or reduce the construction activity in order to maintain compliance with the conditions of this permit. 32 (Part VILE) E. Duty to Mitigate The owner or operator and its contractors and subcontractors shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. F. Duty to Provide Information The owner or operator shall furnish to the Department, within a reasonable specified time period of a written request, all documentation necessary to demonstrate eligibility and any information to determine compliance with this permit or to determine whether cause exists for modifying or revoking this permit, or suspending or denying coverage under this permit, in accordance with the terms and conditions of this permit. The NOI, SWPPP and inspection reports required by this permit are public documents that the owner oroperator must make available for review and copying by any person within five (5) business days of the owner or operator receiving a written request by any such person to review these documents. Copying of documents will be done at the requester's expense. G. Other Information When the owner or operator becomes aware that they failed to submit any relevant facts, or submitted incorrect information in the NOI or in any of the documents required by this permit , or have made substantive revisions to the SWPPP (e.g. the scope of the project changes significantly, the type of post-construction stormwater management practice(s) changes, there is a reduction in the sizing of the post-construction stormwater management practice, or there is an increase in the disturbance area or impervious area), which were not reflected in the original NOI submitted to the Department, they shall promptly submit such facts or information to the Department using the contact information in Part II.A. of this permit. Failure of the owner or operator to correct or supplement any relevant facts within five (5) business days of becoming aware of the deficiency shall constitute a violation of this permit. H. Signatory Requirements 1. All NOls and NOTs shall be signed as follows: a. For a corporation these forms shall be signed by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means: 33 (Part VII.H.1.a) (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or (ii) the manager of one or more manufacturing, production or operating facilities, provided the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship these forms shall be signed by a general partner or the proprietor, respectively; or c. For a municipality, State, Federal, or other public agency these forms shall be signed by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a Federal agency includes- (i) the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., Regional Administrators of EPA). 2. The SWPPP and other information requested by the Department shall be signed by a person described in Part VII.H.1. of this permit or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part VII.H.1. of this permit; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or a well field, 34 (Part VII.H.2.b) superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position) and, c. The written authorization shall include the name, title and signature of the authorized representative and be attached to the SWPPP. 3. All inspection reports shall be signed by the qualified inspector that performs the inspection. 4. The MS4 SWPPP Acceptance form shall be signed by the principal executive officer or ranking elected official from the regulated, traditional land use control MS4, or by a duly authorized representative of that person. It shall constitute a permit violation if an incorrect and/or improper signatory authorizes any required forms, SWPPP and/or inspection reports. I. Property Rights The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Owners or operators must obtain any applicable conveyances, easements, licenses and/or access to real property prior to commencing construction activity. J. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. K. Requirement to Obtain Coverage Under an Alternative Permit 1. The Department may require any owner or operator authorized by this permit to apply for and/or obtain either an individual SPDES permit or another SPDES general permit. When the Department requires any discharger authorized by a general permit to apply for an individual SPDES permit, it shall notify the discharger in writing that a permit application is required. This notice shall 35 (Part VII.K.1) include a brief statement of the reasons for this decision, an application form, a statement setting a time frame for the owner or operator to file the application for an individual SPDES permit, and a deadline, not sooner than 180 days from owner or operator receipt of the notification letter, whereby the authorization to discharge under this general permit shall be terminated. Applications must be submitted to the appropriate Permit Administrator at the Regional Office. The Department may grant additional time upon demonstration, to the satisfaction of the Department, that additional time to apply for an alternative authorization is necessary or where the Department has not provided a permit determination in accordance with Part 621 of this Title. 2. When an individual SPDES permit is issued to a discharger authorized to discharge under a general SPDES permit for the same discharge(s), the general permit authorization for outfalls authorized under the individual SPDES permit is automatically terminated on the effective date of the individual permit unless termination is earlier in accordance with 6 NYCRR Part 750. L. Proper Operation and Maintenance The owner or operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the owner or operator to achieve compliance with the conditions of this permit and with the requirements of the SWPPP. M. Inspection and Entry The owner or operator shall allow an authorized representative of the Department, EPA, applicable county health department, or, in the case of a construction site which discharges through an MS4, an authorized representative of the MS4 receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter upon the owner's or operator's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and 36 (Part VI I.M.3) 3. Inspect at reasonable times any facilities or equipment (including monitoring and control equipment), practices or operations regulated or required by this permit. 4. Sample or monitor at reasonable times, for purposes of assuring permit compliance or as otherwise authorized by the Act or ECL, any substances or parameters at any location. N. Permit Actions This permit may, at any time, be modified, suspended, revoked, or renewed by the Department in accordance with 6 NYCRR Part 621. The filing of a request by the owner or operatorfor a permit modification, revocation and reissuance, termination, a notification of planned changes or anticipated noncompliance does not limit, diminish and/or stay compliance with any terms of this permit. O. Definitions Definitions of key terms are included in Appendix A of this permit. P. Re-Opener Clause 1. If there is evidence indicating potential or realized impacts on water quality due to any stormwater discharge associated with construction activity covered by this permit, the owner or operator of such discharge may be required to obtain an individual permit or alternative general permit in accordance with Part VII.K. of this permit or the permit may be modified to include different limitations and/or requirements. 2. Any Department initiated permit modification, suspension or revocation will be conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6 NYCRR 750-1.20. Q. Penalties for Falsification of Forms and Reports In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly makes any false material statement, representation, or certification in any application, record, report or other document filed or required to be maintained under this permit, including reports of compliance or noncompliance shall, upon conviction, be punished in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State Penal Law. 37 (Part VILR) R. Other Permits Nothing in this permit relieves the owner or operator from a requirement to obtain any other permits required by law. 38 APPENDIX A— Acronyms and Definitions Acronyms APO — Agency Preservation Officer BMP — Best Management Practice CPESC — Certified Professional in Erosion and Sediment Control Cpv— Channel Protection Volume CWA— Clean Water Act (or the Federal Water Pollution Control Act, 33 U.S.C. §1251 et seq) DOW — Division of Water EAF — Environmental Assessment Form ECL - Environmental Conservation Law EPA — U. S. Environmental Protection Agency HSG — Hydrologic Soil Group MS4 — Municipal Separate Storm Sewer System NOI — Notice of Intent NOT — Notice of Termination NPDES — National Pollutant Discharge Elimination System OPRHP — Office of Parks, Recreation and Historic Places Qf— Extreme Flood Qp — Overbank Flood RRv — Runoff Reduction Volume RWE — Regional Water Engineer SEQR — State Environmental Quality Review SEQRA - State Environmental Quality Review Act SHPA — State Historic Preservation Act SPDES — State Pollutant Discharge Elimination System SWPPP — Stormwater Pollution Prevention Plan TMDL — Total Maximum Daily Load UPA — Uniform Procedures Act USDA — United States Department of Agriculture WQv —Water Quality Volume 39 Appendix A Definitions All definitions in this section are solely for the purposes of this permit. Agricultural Building — a structure designed and constructed to house farm implements, hay, grain, poultry, livestock or other horticultural products; excluding any structure designed, constructed or used, in whole or in part, for human habitation, as a place of employment where agricultural products are processed, treated or packaged, or as a place used by the public. Agricultural Property —means the land for construction of a barn, agricultural building, silo, stockyard, pen or other structural practices identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State" prepared by the Department in cooperation with agencies of New York Nonpoint Source Coordinating Committee (dated June 2007). Alter Hydrology from Pre to Post-Development Conditions - means 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). Combined Sewer - means a sewer that is designed to collect and convey both "sewage" and "stormwater". Commence (Commencement of) Construction Activities - means the initial disturbance of soils associated with clearing, grading or excavation activities; or other construction related activities that disturb or expose soils such as demolition, stockpiling of fill material, and the initial installation of erosion and sediment control practices required in the SWPPP. See definition for "Construction Activity(ies)" also. Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition or stockpiling activities that result in soil disturbance. Clearing activities can include, but are not limited to, logging equipment operation, the cutting and skidding of trees, stump removal and/or brush root removal. Construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Construction Site — means the land area where construction activity(ies) will occur. See definition for "Commence (Commencement oo Construction Activities"and "Larger Common Plan of Development or Sale"also. Dewatering — means the act of draining rainwater and/or groundwater from building foundations, vaults or excavations/trenches. Direct Discharge (to a specific surface waterbody) - means that runoff flows from a construction site by overland flow and the first point of discharge is the specific surface waterbody, or runoff flows from a construction site to a separate storm sewer system 40 Appendix A and the first point of discharge from the separate storm sewer system is the specific surface waterbody. Discharge(s) - means any addition of any pollutant to waters of the State through an outlet or point source. Embankment —means an earthen or rock slope that supports a road/highway. Endangered or Threatened Species — see 6 NYCRR Part 182 of the Department's rules and regulations for definition of terms and requirements. Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated Laws of the State of New York, entitled the Environmental Conservation Law. Equivalent (Equivalence) — means that the practice or measure meets all the performance, longevity, maintenance, and safety objectives of the technical standard and will provide an equal or greater degree of water quality protection. Final Stabilization - means that all soil disturbance activities have ceased and a uniform, perennial vegetative cover with a density of eighty (80) percent over the entire pervious surface has been established; or other equivalent stabilization measures, such as permanent landscape mulches, rock rip-rap or washed/crushed stone have been applied on all disturbed areas that are not covered by permanent structures, concrete or pavement. General SPDES permit - means a SPDES permit issued pursuant to 6 NYCRR Part 750-1.21 and Section 70-0117 of the ECL authorizing a category of discharges. Groundwater(s) - means waters in the saturated zone. The saturated zone is a subsurface zone in which all the interstices are filled with water under pressure greater than that of the atmosphere. Although the zone may contain gas-filled interstices or interstices filled with fluids other than water, it is still considered saturated. Historic Property — means any building, structure, site, object or district that is listed on the State or National Registers of Historic Places or is determined to be eligible for listing on the State or National Registers of Historic Places. Impervious Area (Cover) - means all impermeable surfaces that cannot effectively infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots, driveways, roads, runways and sidewalks); building rooftops and miscellaneous impermeable structures such as patios, pools, and sheds. Infeasible — means not technologically possible, or not economically practicable and achievable in light of best industry practices. 41 Appendix A Larger Common Plan of Development or Sale - means a contiguous area where multiple separate and distinct construction activities are occurring, or will occur, under one plan. The term "plan" in "larger common plan of development or sale" is broadly defined as any announcement or piece of documentation (including a sign, public notice or hearing, marketing plan, advertisement, drawing, permit application, State Environmental Quality Review Act (SEQRA) environmental assessment form or other documents, zoning request, computer design, etc.) or physical demarcation (including boundary signs, lot stakes, surveyor markings, etc.) indicating that construction activities may occur on a specific plot. For discrete construction projects that are located within a larger common plan of development or sale that are at least 1/4 mile apart, each project can be treated as a separate plan of development or sale provided any interconnecting road, pipeline or utility project that is part of the same "common plan" is not concurrently being disturbed. Minimize — means reduce and/or eliminate to the extent achievable using control measures (including best management practices) that are technologically available and economically practicable and achievable in light of best industry practices. Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains): (i) Owned or operated by a State, city, town, borough, county, parish, district, association, or other public body (created by or pursuant to State law) having jurisdiction over disposal of sewage, industrial wastes, stormwater, or other wastes, including special districts under State law such as a sewer district, flood control district or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a designated and approved management agency under section 208 of the CWA that discharges to surface waters of the State; (ii) Designed or used for collecting or conveying stormwater; (iii) Which is not a combined sewer, and (iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. National Pollutant Discharge Elimination System (NPDES) - means the national system for the issuance of wastewater and stormwater permits under the Federal Water Pollution Control Act (Clean Water Act). Natural Buffer—means an undisturbed area with natural cover running along a surface water (e.g. wetland, stream, river, lake, etc.). New Development — means any land disturbance that does not meet the definition of Redevelopment Activity included in this appendix. 42 Appendix A New York State Erosion and Sediment Control Certificate Program — a certificate program that establishes and maintains a process to identify and recognize individuals who are capable of developing, designing, inspecting and maintaining erosion and sediment control plans on projects that disturb soils in New York State. The certificate program is administered by the New York State Conservation District Employees Association. NOI Acknowledgment Letter - means the letter that the Department sends to an owner or operator to acknowledge the Department's receipt and acceptance of a complete Notice of Intent. This letter documents the owner's or operator's authorization to discharge in accordance with the general permit for stormwater discharges from construction activity. Nonpoint Source - means any source of water pollution or pollutants which is not a discrete conveyance or point source permitted pursuant to Title 7 or 8 of Article 17 of the Environmental Conservation Law (see ECL Section 17-1403). Overbank —means flow events that exceed the capacity of the stream channel and spill out into the adjacent floodplain. Owner or Operator - means the person, persons or legal entity which owns or leases the property on which the construction activity is occurring; an entity that has operational control over the construction plans and specifications, including the ability to make modifications to the plans and specifications; and/or an entity that has day-to-day operational control of those activities at a project that are necessary to ensure compliance with the permit conditions. Performance Criteria — means the design criteria listed under the "Required Elements" sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater Management Design Manual, dated January 2015. It does not include the Sizing Criteria (i.e. WQv, RRv, Cpv, Qp and Qf ) in Part I.C.2. of the permit. Point Source - means any discernible, confined and discrete conveyance, including but not limited to any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock, concentrated animal feeding operation, vessel or other floating craft, or landfill leachate collection system from which pollutants are or may be discharged. Pollutant - means dredged spoil, filter backwash, solid waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial, municipal, agricultural waste and ballast discharged into water; which may cause or might reasonably be expected to cause pollution of the waters of the state in contravention of the standards or guidance values adopted as provided in 6 NYCRR Parts 700 et seq . 43 Appendix A Qualified Inspector - means a person that is knowledgeable in the principles and practices of erosion and sediment control, such as a licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, New York State Erosion and Sediment Control Certificate Program holder or other Department endorsed individual(s). It can also mean someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided that person has training in the principles and practices of erosion and sediment control. Training in the principles and practices of erosion and sediment control means that the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect shall receive four (4) hours of training every three (3) years. It can also mean a person that meets the Qualified Professional qualifications in addition to the Qualified Inspector qualifications. Note: Inspections of any post-construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer. Qualified Professional - means a person that is knowledgeable in the principles and practices of stormwater management and treatment, such as a licensed Professional Engineer, Registered Landscape Architect or other Department endorsed individual(s). Individuals preparing SWPPPs that require the post-construction stormwater management practice component must have an understanding of the principles of hydrology, water quality management practice design, water quantity control design, and, in many cases, the principles of hydraulics. All components of the SWPPP that involve the practice of engineering, as defined by the NYS Education Law (see Article 145), shall be prepared by, or under the direct supervision of, a professional engineer licensed to practice in the State of New York. Redevelopment Activity(ies) — means the disturbance and reconstruction of existing impervious area, including impervious areas that were removed from a project site within five (5) years of preliminary project plan submission to the local government (i.e. site plan, subdivision, etc.). Regulated, Traditional Land Use Control MS4 - means a city, town or village with land use control authority that is authorized to discharge under New York State DEC's 44 Appendix A SPDES General Permit For Stormwater Discharges from Municipal Separate Stormwater Sewer Systems (MS4s) or the City of New York's Individual SPDES Permit for their Municipal Separate Storm Sewer Systems (NY-0287890). Routine Maintenance Activity - means construction activity that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility, including, but not limited to: ■ Re-grading of gravel roads or parking lots, ■ Cleaning and shaping of existing roadside ditches and culverts that maintains the approximate original line and grade, and hydraulic capacity of the ditch, ■ Cleaning and shaping of existing roadside ditches that does not maintain the approximate original grade, hydraulic capacity and purpose of the ditch if the changes to the line and grade, hydraulic capacity or purpose of the ditch are installed to improve water quality and quantity controls (e.g. installing grass lined ditch), ■ Placement of aggregate shoulder backing that stabilizes the transition between the road shoulder and the ditch or embankment, ■ Full depth milling and filling of existing asphalt pavements, replacement of concrete pavement slabs, and similar work that does not expose soil or disturb the bottom six (6) inches of subbase material, ■ Long-term use of equipment storage areas at or near highway maintenance facilities, ■ Removal of sediment from the edge of the highway to restore a previously existing sheet-flow drainage connection from the highway surface to the highway ditch or embankment, ■ Existing use of Canal Corp owned upland disposal sites for the canal, and ■ Replacement of curbs, gutters, sidewalks and guide rail posts. Site limitations — means site conditions that prevent the use of an infiltration technique and or infiltration of the total WQv. Typical site limitations include: seasonal high groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5 inches/hour. The existence of site limitations shall be confirmed and documented using actual field testing (i.e. test pits, soil borings, and infiltration test) or using information from the most current United States Department of Agriculture (USDA) Soil Survey for the County where the project is located. Sizing Criteria — means the criteria included in Part I.C.2 of the permit that are used to size post-construction stormwater management control practices. The criteria include; Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf). State Pollutant Discharge Elimination System (SPDES) - means the system established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of permits authorizing discharges to the waters of the state. 45 Appendix A Steep Slope — means land area designated on the current United States Department of Agriculture ("USDA") Soil Survey as Soil Slope Phase "D", (provided the map unit name is inclusive of slopes greater than 25%) , or Soil Slope Phase E or F, (regardless of the map unit name), or a combination of the three designations. Streambank — as used in this permit, means the terrain alongside the bed of a creek or stream. The bank consists of the sides of the channel, between which the flow is confined. Stormwater Pollution Prevention Plan (SWPPP) — means a project specific report, including construction drawings, that among other things: describes the construction activity(ies), identifies the potential sources of pollution at the construction site; describes and shows the stormwater controls that will be used to control the pollutants (i.e. erosion and sediment controls; for many projects, includes post-construction stormwater management controls); and identifies procedures the owner or operatorwill implement to comply with the terms and conditions of the permit. See Part III of the permit for a complete description of the information that must be included in the SWPPP. Surface Waters of the State - shall be construed to include lakes, bays, sounds, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes, inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, public or private (except those private waters that do not combine or effect a junction with natural surface waters), which are wholly or partially within or bordering the state or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to 941. Temporarily Ceased — means that an existing disturbed area will not be disturbed again within 14 calendar days of the previous soil disturbance. Temporary Stabilization - means that exposed soil has been covered with material(s) as set forth in the technical standard, New York Standards and Specifications for Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials can include, but are not limited to, mulch, seed and mulch, and erosion control mats (e.g. jute twisted yarn, excelsior wood fiber mats). Total Maximum Daily Loads (TMDLs) - A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. It is a calculation of the maximum amount of a pollutant that a waterbody can receive on a daily basis and still meet water quality standards, and an allocation of that amount to the pollutant's sources. A TMDL stipulates wasteload allocations (WLAs) for point source discharges, load allocations (LAs) for nonpoint sources, and a margin of safety (MOS). Trained Contractor - means an employee from the contracting (construction) company, identified in Part III.A.6., that has received four (4) hours of Department endorsed 46 Appendix A training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the trained contractor shall receive four (4) hours of training every three (3) years. It can also mean an employee from the contracting (construction) company, identified in Part III.A.6., that meets the qualified inspector qualifications (e.g. licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, New York State Erosion and Sediment Control Certificate Program holder, or someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity). The trained contractor is responsible for the day to day implementation of the SWPPP. Uniform Procedures Act (UPA) Permit - means a permit required under 6 NYCRR Part 621 of the Environmental Conservation Law (ECL), Article 70. Water Quality Standard - means such measures of purity or quality for any waters in relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et seq. 47 APPENDIX B — Required SWPPP Components by Project Type Table 1 Construction Activities that Require the Preparation of a SWPPP That Only Includes Erosion and Sediment Controls The following construction activities that involve soil disturbances of one (1) or more acres of land, but less than five (5) acres: • Single family home not located in one of the watersheds listed in Appendix C or not directly discharging to one of the 303(d)segments listed in Appendix E • Single family residential subdivisions with 25% or less impervious cover at total site build-out and not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E • Construction of a barn or other agricultural building, silo, stock yard or pen. The following construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land: All construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. The following construction activities that involve soil disturbances of one (1) or more acres of land: • Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV, electric, telephone, sewer mains, and water mains • Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and stream restoration projects • Pond construction • Linear bike paths running through areas with vegetative cover, including bike paths surfaced with an impervious cover • Cross-country ski trails and walking/hiking trails • Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are not part of residential, commercial or institutional development; • Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that include incidental shoulder or curb work along an existing highway to support construction of the sidewalk, bike path or walking path. • Slope stabilization projects • Slope flattening that changes the grade of the site, but does not significantly change the runoff characteristics 48 Appendix B Table 1 (Continued) CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS The following construction activities that involve soil disturbances of one (1) or more acres of land: • Spoil areas that will be covered with vegetation • Vegetated open space projects (i.e. recreational parks, lawns, meadows, fields, downhill ski trails) excluding projects that alter hydrology from pre to post development conditions, • Athletic fields (natural grass)that do not include the construction or reconstruction of impervious area and do not alter hydrology from pre to post development conditions • Demolition project where vegetation will be established, and no redevelopment is planned • Overhead electric transmission line project that does not include the construction of permanent access roads or parking areas surfaced with impervious cover • Structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of greater than five acres and construction activities that include the construction or reconstruction of impervious area • Temporary access roads, median crossovers, detour roads, lanes, or other temporary impervious areas that will be restored to pre-construction conditions once the construction activity is complete 49 Appendix B Table 2 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one (1) or more acres of land: • Single family home located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d)segments listed in Appendix E • Single family home that disturbs five (5)or more acres of land • Single family residential subdivisions located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions that involve soil disturbances of between one (1) and five (5) acres of land with greater than 25% impervious cover at total site build-out • Single family residential subdivisions that involve soil disturbances of five (5) or more acres of land, and single family residential subdivisions that involve soil disturbances of less than five (5) acres that are part of a larger common plan of development or sale that will ultimately disturb five or more acres of land • Multi-family residential developments; includes duplexes, townhomes, condominiums, senior housing complexes, apartment complexes, and mobile home parks • Airports • Amusement parks • Breweries, cideries, and wineries, including establishments constructed on agricultural land • Campgrounds • Cemeteries that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Commercial developments • Churches and other places of worship • Construction of a barn or other agricultural building(e.g. silo) and structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State"that include the construction or reconstruction of impervious area, excluding projects that involve soil disturbances of less than five acres. • Golf courses • Institutional development; includes hospitals, prisons, schools and colleges • Industrial facilities; includes industrial parks • Landfills • Municipal facilities; includes highway garages, transfer stations, office buildings, POTW's, water treatment plants, and water storage tanks • Office complexes • Playgrounds that include the construction or reconstruction of impervious area • Sports complexes • Racetracks; includes racetracks with earthen (dirt) surface • Road construction or reconstruction, including roads constructed as part of the construction activities listed in Table 1 50 Appendix B Table 2 (Continued) CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one (1) or more acres of land: • Parking lot construction or reconstruction, including parking lots constructed as part of the construction activities listed in Table 1 • Athletic fields (natural grass)that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Athletic fields with artificial turf • Permanent access roads, parking areas, substations, compressor stations and well drilling pads, surfaced with impervious cover, and constructed as part of an over-head electric transmission line project, wind-power project, cell tower project, oil or gas well drilling project, sewer or water main project or other linear utility project • Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are part of a residential, commercial or institutional development • Sidewalk, bike path or walking path projects, surfaced with an impervious cover, that are part of a highway construction or reconstruction project • 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 51 APPENDIX C — Watersheds Requiring Enhanced Phosphorus Removal Watersheds where owners or operators of construction activities identified in Table 2 of Appendix B must prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the Enhanced Phosphorus Removal Standards included in the technical standard, New York State Stormwater Management Design Manual ("Design Manual"). • Entire New York City Watershed located east of the Hudson River - Figure 1 • Onondaga Lake Watershed - Figure 2 • Greenwood Lake Watershed -Figure 3 • Oscawana Lake Watershed — Figure 4 • Kinderhook Lake Watershed — Figure 5 52 Appendix C Figure 1 - New York City Watershed East of the Hudson EEKMAN EAST FISHKILL PAWLING I ATTERSON KENT SOUTHEAST PUT AM VALLE [� CARMEL BIR WSTER N RTH SALEM SOMERS COR A T WISBOR0 RKTOW EDFORD O N RIDG OUN K CO Vv TILE RTH CAST M U LEASAN HA SON 0 EOH Watershed 53 Appendix C Figure 2 - Onondaga Lake Watershed CLAY CICERO VAN BUREN NO H US LI O L SALINA M N US LV EAST SE AMZ?lUS G DD SYRACU ELBRI DO DEWITT A�ELLUS SKAN ATEL S ONONDAGA LAFAYET E OTISCO PAFF D TU LLY n L.J 0 Phosphorus Wate s e REBLE 54 Appendix C Figure 3 - Greenwood Lake Watershed WARWICK GREENWOOD LAKE 0 Phosphorus Watershed 55 Appendix C Figure 4 - Oscawana Lake Watershed PHILIPSTON ,. KENT PUTNAM VALLEY 05CAWANA LAKE CARMEL Phosphorus Watershed 56 Appendix C Figure 5 - Kinderhook Lake Watershed a1# D LAKE EAST GREENSUSM NAS SAU SCHDDADK NEW LEBANON KINIIERHDDK GHLATHJVN CANAAN Town,Village,or City aourrdwy for New York S4aLB a I _ r•. KmduMook LaHC Wak mM d 57 APPENDIX D — Watersheds with Lower Disturbance Threshold Watersheds where owners or operators of construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land must obtain coverage under this permit. Entire New York City Watershed that is located east of the Hudson River - See Figure 1 in Appendix C 58 APPENDIX E — 303(d) Segments Impaired by Construction Related Pollutant(s) List of 303(d) segments impaired by pollutants related to construction activity(e.g. silt, sediment or nutrients). The list was developed using "The Final New York State 2016 Section 303(d) List of Impaired Waters Requiring a TMDL/Other Strategy" dated November 2016. Owners or operators of single family home and single family residential subdivisions with 25% or less total impervious cover at total site build-out that involve soil disturbances of one or more acres of land, but less than 5 acres, and directly discharge to one of the listed segments below shall prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the New York State Stormwater Management Design Manual ("Design Manual'), dated January 2015. COUNTY WATERBODY POLLUTANT Albany Ann Lee (Shakers) Pond, Stump Pond Nutrients Albany Basic Creek Reservoir Nutrients Allegany Amity Lake, Saunders Pond Nutrients Bronx Long Island Sound, Bronx Nutrients Bronx Van Cortlandt Lake Nutrients Broome Fly Pond, Deer Lake, Sky Lake Nutrients Broome Minor Tribs to Lower Susquehanna (north) Nutrients Broome Whitney Point Lake/Reservoir Nutrients Cattaraugus Allegheny River/Reservoir Nutrients Cattaraugus Beaver(Alma) Lake Nutrients Cattaraugus Case Lake Nutrients Cattaraugus Linlyco/Club Pond Nutrients Cayuga Duck Lake Nutrients Cayuga Little Sodus Bay Nutrients Chautauqua Bear Lake Nutrients Chautauqua Chadakoin River and tribs Nutrients Chautauqua Chautauqua Lake, North Nutrients Chautauqua Chautauqua Lake, South Nutrients Chautauqua Findley Lake Nutrients Chautauqua Hulburt/Clymer Pond Nutrients Clinton Great Chazy River, Lower, Main Stem Silt/Sediment Clinton Lake Champlain, Main Lake, Middle Nutrients Clinton Lake Champlain, Main Lake, North Nutrients Columbia Kinderhook Lake Nutrients Columbia Robinson Pond Nutrients Cortland Dean Pond Nutrients 59 303(d) Segments Impaired by Construction Related Pollutant(s) Dutchess Fall Kill and tribs Nutrients Dutchess Hillside Lake Nutrients Dutchess Wappingers Lake Nutrients Dutchess Wappingers Lake Silt/Sediment Erie Beeman Creek and tribs Nutrients Erie Ellicott Creek, Lower, and tribs Silt/Sediment Erie Ellicott Creek, Lower, and tribs Nutrients Erie Green Lake Nutrients Erie Little Sister Creek, Lower, and tribs Nutrients Erie Murder Creek, Lower, and tribs Nutrients Erie Rush Creek and tribs Nutrients Erie Scajaquada Creek, Lower, and tribs Nutrients Erie Scajaquada Creek, Middle, and tribs Nutrients Erie Scajaquada Creek, Upper, and tribs Nutrients Erie South Branch Smoke Cr, Lower, and tribs Silt/Sediment Erie South Branch Smoke Cr, Lower, and tribs Nutrients Essex Lake Champlain, Main Lake, South Nutrients Essex Lake Champlain,South Lake Nutrients Essex Willsboro Bay Nutrients Genesee Bigelow Creek and tribs Nutrients Genesee Black Creek, Middle, and minor tribs Nutrients Genesee Black Creek, Upper, and minor tribs Nutrients Genesee Bowen Brook and tribs Nutrients Genesee LeRoy Reservoir Nutrients Genesee Oak Orchard Cr, Upper, and tribs Nutrients Genesee Tonawanda Creek, Middle, Main Stem Nutrients Greene Schoharie Reservoir Silt/Sediment Greene Sleepy Hollow Lake Silt/Sediment Herkimer Steele Creek tribs Silt/Sediment Herkimer Steele Creek tribs Nutrients Jefferson Moon Lake Nutrients Kings Hendrix Creek Nutrients Kings Prospect Park Lake Nutrients Lewis Mill Creek/South Branch, and tribs Nutrients Livingston Christie Creek and tribs Nutrients Livingston Conesus Lake Nutrients Livingston Mill Creek and minor tribs Silt/Sediment Monroe Black Creek, Lower, and minor tribs Nutrients Monroe Buck Pond Nutrients Monroe Cranberry Pond Nutrients 60 303(d) Segments Impaired by Construction Related Pollutant(s) Monroe Lake Ontario Shoreline, Western Nutrients Monroe Long Pond Nutrients Monroe Mill Creek and tribs Nutrients Monroe Mill Creek/Blue Pond Outlet and tribs Nutrients Monroe Minor Tribs to Irondequoit Bay Nutrients Monroe Rochester Embayment - East Nutrients Monroe Rochester Embayment-West Nutrients Monroe Shipbuilders Creek and tribs Nutrients Monroe Thomas Creek/White Brook and tribs Nutrients Nassau Beaver Lake Nutrients Nassau Camaans Pond Nutrients Nassau East Meadow Brook, Upper, and tribs Silt/Sediment Nassau East Rockaway Channel Nutrients Nassau Grant Park Pond Nutrients Nassau Hempstead Bay Nutrients Nassau Hempstead Lake Nutrients Nassau Hewlett Bay Nutrients Nassau Hog Island Channel Nutrients Nassau Long Island Sound, Nassau County Waters Nutrients Nassau Massapequa Creek and tribs Nutrients Nassau Milburn/Parsonage Creeks, Upp, and tribs Nutrients Nassau Reynolds Channel,west Nutrients Nassau Tidal Tribs to Hempstead Bay Nutrients Nassau Tribs (fresh)to East Bay Nutrients Nassau Tribs (fresh)to East Bay Silt/Sediment Nassau Tribs to Smith/Halls Ponds Nutrients Nassau Woodmere Channel Nutrients New York Harlem Meer Nutrients New York The Lake in Central Park Nutrients Niagara Bergholtz Creek and tribs Nutrients Niagara Hyde Park Lake Nutrients Niagara Lake Ontario Shoreline, Western Nutrients Niagara Lake Ontario Shoreline,Western Nutrients Oneida Ballou, Nail Creeks and tribs Nutrients Onondaga Harbor Brook, Lower, and tribs Nutrients Onondaga Ley Creek and tribs Nutrients Onondaga Minor Tribs to Onondaga Lake Nutrients Onondaga Ninemile Creek, Lower, and tribs Nutrients Onondaga Onondaga Creek, Lower, and tribs Nutrients Onondaga Onondaga Creek, Middle, and tribs Nutrients 61 303(d) Segments Impaired by Construction Related Pollutant(s) Onondaga Onondaga Lake, northern end Nutrients Onondaga Onondaga Lake, southern end Nutrients Ontario Great Brook and minor tribs Silt/Sediment Ontario Great Brook and minor tribs Nutrients Ontario Hemlock Lake Outlet and minor tribs Nutrients Ontario Honeoye Lake Nutrients Orange Greenwood Lake Nutrients Orange Monhagen Brook and tribs Nutrients Orange Orange Lake Nutrients Orleans Lake Ontario Shoreline, Western Nutrients Orleans Lake Ontario Shoreline,Western Nutrients Oswego Lake Neatahwanta Nutrients Oswego Pleasant Lake Nutrients Putnam Bog Brook Reservoir Nutrients Putnam Boyd Corners Reservoir Nutrients Putnam Croton Falls Reservoir Nutrients Putnam Diverting Reservoir Nutrients Putnam East Branch Reservoir Nutrients Putnam Lake Carmel Nutrients Putnam Middle Branch Reservoir Nutrients Putnam Oscawana Lake Nutrients Putnam Palmer Lake Nutrients Putnam West Branch Reservoir Nutrients Queens Bergen Basin Nutrients Queens Flushing Creek/Bay Nutrients Queens Jamaica Bay, Eastern, and tribs (Queens) Nutrients Queens Kissena Lake Nutrients Queens Meadow Lake Nutrients Queens Willow Lake Nutrients Rensselaer Nassau Lake Nutrients Rensselaer Snyders Lake Nutrients Richmond Grasmere Lake/Bradys Pond Nutrients Rockland Congers Lake, Swartout Lake Nutrients Rockland Rockland Lake Nutrients Saratoga Ballston Lake Nutrients Saratoga Dwaas Kill and tribs Silt/Sediment Saratoga Dwaas Kill and tribs Nutrients Saratoga Lake Lonely Nutrients Saratoga Round Lake Nutrients Saratoga Tribs to Lake Lonely Nutrients 62 303(d) Segments Impaired by Construction Related Pollutant(s) Schenectady Collins Lake Nutrients Schenectady Duane Lake Nutrients Schenectady Mariaville Lake Nutrients Schoharie Engleville Pond Nutrients Schoharie Summit Lake Nutrients Seneca Reeder Creek and tribs Nutrients St.Lawrence Black Lake Outlet/Black Lake Nutrients St.Lawrence Fish Creek and minor tribs Nutrients Steuben Smith Pond Nutrients Suffolk Agawam Lake Nutrients Suffolk Big/Little Fresh Ponds Nutrients Suffolk Canaan Lake Silt/Sediment Suffolk Canaan Lake Nutrients Suffolk Flanders Bay,West/Lower Sawmill Creek Nutrients Suffolk Fresh Pond Nutrients Suffolk Great South Bay, East Nutrients Suffolk Great South Bay, Middle Nutrients Suffolk Great South Bay,West Nutrients Suffolk Lake Ronkonkoma Nutrients Suffolk Long Island Sound, Suffolk County,West Nutrients Suffolk Mattituck(Marratooka) Pond Nutrients Suffolk Meetinghouse/Terrys Creeks and tribs Nutrients Suffolk Mill and Seven Ponds Nutrients Suffolk Millers Pond Nutrients Suffolk Moriches Bay, East Nutrients Suffolk Moriches Bay,West Nutrients Suffolk Peconic River, Lower, and tidal tribs Nutrients Suffolk Quantuck Bay Nutrients Suffolk Shinnecock Bay and Inlet Nutrients Suffolk Tidal tribs to West Moriches Bay Nutrients Sullivan Bodine, Montgomery Lakes Nutrients Sullivan Davies Lake Nutrients Sullivan Evens Lake Nutrients Sullivan Pleasure Lake Nutrients Tompkins Cayuga Lake, Southern End Nutrients Tompkins Cayuga Lake, Southern End Silt/Sediment Tompkins Owasco Inlet, Upper, and tribs Nutrients Ulster Ashokan Reservoir Silt/Sediment Ulster Esopus Creek, Upper, and minor tribs Silt/Sediment Warren Hague Brook and tribs Silt/Sediment 63 303(d) Segments Impaired by Construction Related Pollutant(s) Warren Huddle/Finkle Brooks and tribs Silt/Sediment Warren Indian Brook and tribs Silt/Sediment Warren Lake George Silt/Sediment Warren Tribs to L.George, Village of L George Silt/Sediment Washington Cossayuna Lake Nutrients Washington Lake Champlain, South Bay Nutrients Washington Tribs to L.George, East Shore Silt/Sediment Washington Wood Cr/Champlain Canal and minor tribs Nutrients Wayne Port Bay Nutrients Westchester Amawalk Reservoir Nutrients Westchester Blind Brook, Upper, and tribs Silt/Sediment Westchester Cross River Reservoir Nutrients Westchester Lake Katonah Nutrients Westchester Lake Lincolndale Nutrients Westchester Lake Meahagh Nutrients Westchester Lake Mohegan Nutrients Westchester Lake Shenorock Nutrients Westchester Long Island Sound, Westchester(East) Nutrients Westchester Mamaroneck River, Lower Silt/Sediment Westchester Mamaroneck River, Upper,and minor tribs Silt/Sediment Westchester Muscoot/Upper New Croton Reservoir Nutrients Westchester New Croton Reservoir Nutrients Westchester Peach Lake Nutrients Westchester Reservoir No.1 (Lake Isle) Nutrients Westchester Saw Mill River, Lower, and tribs Nutrients Westchester Saw Mill River, Middle, and tribs Nutrients Westchester Sheldrake River and tribs Silt/Sediment Westchester Sheldrake River and tribs Nutrients Westchester Silver Lake Nutrients Westchester Teatown Lake Nutrients Westchester Titicus Reservoir Nutrients Westchester Truesdale Lake Nutrients Westchester Wallace Pond Nutrients Wyoming Java Lake Nutrients Wyoming Silver Lake Nutrients 64 APPENDIX F — List of NYS DEC Regional Offices DIVISIONIF OF DIVISIONOF COVERINGRegion - • FOLLOWING COUNTIES: PERMIT ADMINISTRATOKb 50 CIRCLE ROAD 50 CIRCLE ROAD NASSAU AND SUFFOLK STONY BROOK,NY 11790 STONY BROOK,NY 11790-3409 TEL.(631)444-0365 TEL.(631)444-0405 1 HUNTERS POINT PLAZA, 1 HUNTERS POINT PLAZA, 2 BRONX,KINGS,NEW YORK, 47-40 21 ST ST. 47-40 21 ST ST. QUEENS AND RICHMOND LONG ISLAND CITY,NY 11101-5407 LONG ISLAND CITY,NY 11101-5407 TEL.(718)482-4997 TEL.(718)482-4933 DUTCHESS,ORANGE,PUTNAM, 21 SOUTH PUTT CORNERS ROAD 100 HILLSIDE AVENUE,SUITE 1 W 3 ROCKLAND,SULLIVAN,ULSTER NEW PALTZ,NY 12561-1696 WHITE PLAINS,NY 10603 AND WESTCHESTER TEL.(845)256-3059 TEL.(914)428-2505 ALBANY,COLUMBIA, DELAWARE,GREENE, 1150 NORTH WESTCOTT ROAD 1130 NORTH WESTCOTT ROAD 4 MONTGOMERY,OTSEGO, SCHENECTADY,NY 12306-2014 SCHENECTADY,NY 12306-2014 RENSSELAER,SCHENECTADY TEL.(518)357-2069 TEL.(518)357-2045 AND SCHOHARIE CLINTON,ESSEX,FRANKLIN, 1115 STATE ROUTE 86, PO BOX 296 232 GOLF COURSE ROAD 5 FULTON,HAMILTON, RAY BROOK,NY 12977-0296 WARRENSBURG,NY 12885-1172 TEL. SARATOGA,WARREN AND TEL.(518)897-1234 (518)623-1200 WASHINGTON I HERKIMER,JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING 6 LEWIS,ONEIDA AND 317 WASHINGTON STREET 207 GENESEE STREET ST. LAWRENCE WATERTOWN, NY 13601-3787 UTICA, NY 13501-2885 TEL.(315) TEL.(315)785-2245 793-2554 BROOME,CAYUGA, CHENANGO,CORTLAND, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST 7 MADISON,ONONDAGA, SYRACUSE, NY 13204-2400 SYRACUSE, NY 13204-2400 OSWEGO,TIOGA AND TEL.(315)426-7438 TEL.(315)426-7500 TOMPKINS CHEMUNG,GENESEE, LIVINGSTON,MONROE, 6274 EAST AVON-LIMA 6274 EAST AVON-LIMA RD. 8 ONTARIO,ORLEANS, ROADAVON, NY 14414-9519 AVON, NY 14414-9519 SCHUYLER,SENECA, TEL.(585)226-2466 TEL.(585)226-2466 STEUBEN,WAYNE AND YATES ALLEGANY, 270 MICHIGAN AVENUE 270 MICHIGAN AVENUE 9 CATTARAUGUS, BUFFALO, NY 14203-2999 BUFFALO, NY 14203-2999 CHAUTAUQUA, ERIE, TEL.(716)851-7165 TEL.(716)851-7070 NIAGARA AND WYOMING 65 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX M. SWPPP INSPECTION FORM & WINTER SHUTDOWN REQUEST FORM PA April 2022 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form Project Name and Location of Project: Date: Weather: Permit#: NYR10 Municipality: County: Entry Time: Exit Time: Qualified Inspector: Qualified Inspector Title: 5 Acre Waiver: ❑Yes ❑No Name of SPDES Permittee: Phone: Fax: Name of Representative on Site: Qualified Inspector's Credentials & Certification Qualified Inspector(QI) means a person that is knowledgeable in the principles and practices of erosion and sediment control(ESC).A person is considered qualified under the following conditions: 1. A licensed Professional Engineer; licensed Landscape Architect with documented training and education in the principles and practices of ESC; 2. An individual certified in ESC by CPESC,Incorporated or any other agency endorsed by the NYS Department of Environmental Conservation Office of Water Resources; 3. An individual working under the direct supervision of a qualified licensed Professional Engineer or qualified licensed Landscape Architect with documented training and education in the principles and practices of ESC and has completed the four(4)hour training program in the principles and practices of erosion and sediment control from either a Soil and Water Conservation District, CPESC or any other agency endorsed by the NYS Department of Environmental Conservation Office of Water Resources. This initial training must be completed no later than May 1, 2010. After receiving the initial training, an individual working under the direct supervision of a qualified licensed Professional Engineer or qualified licensed Landscape Architect must complete four(4)hours of training every three (3)years. 4. Any other individual endorsed by the NYS Department of Environmental Conservation by written documentation. 5. Inspections of any post-construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer.I Revised 4-27-2010 1 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form Part I. CONSTRUCTION DURATION INSPECTIONS Page 2 of a. SITE PLAN/SKETCH OF AREAS DISTURBED AT TIME OF INSPECTION AND AREAS THAT HAVE BEEN STABILIZED(TEMPORARY OR FINAL)SINCE LAST INSPECTION: Part I. CONSTRUCTION DURATION INSPECTIONS Page 3 of Revised 4-27-2010 2 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form b. Other Permit Required Reporting Maintaining Water Quality-Attach Color Photographs of the site documenting discharge points and site conditions. Describe the condition of runoff at all points of discharge. Is there an increase in turbidity causing a substantial visible contrast to natural conditions? Is there residue from oil and floating substances, visible oil film, or globules or grease? Is there evidence of silt deposition from project in a stream, wetland, or other water body? If yes, where? remedial measure needed? Provide a description of the conditions of all natural water bodies within or immediately adjacent to the project. Area of Disturbance Total area of disturbance (as shown on sketch plan and not including areas that have temporary or permanent stabilization measures applied) Are all disturbances within the limits of the SWPPP? Weather Conditions A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection; General Housekeeping Are facilities and equipment necessary for implementation of erosion and sediment control in working order and/or properly maintained? Is construction impacting the adjacent property? Is dust adequately controlled? Describe corrective action(s): Date correction needed: c. Runoff Controls Direct runoff away from exposed soil surfaces and control water that falls onto the site Runoff conveyance . s� ❑ N A Are all runoff conveyance systems called for in the SWPPP installed, stabilized and working? If not, what specific areas need detailing? With minimum side slopes 2H:1 V or flatter? Stabilized by geotextile fabric, seed, or mulch with no erosion occurring? Sediment-laden runoff directed to sediment trapping structure? Describe corrective action(s): Date correction needed: Runoff Control Structures ❑ N A Have all required runoff control structures (rock outlets and aprons) been installed and constructed per plan and according to the Blue Book? Installed concurrently with pipe installation? Describe corrective action(s): Date correction needed: Revised 4-27-2010 3 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form Page 4 of Temporary Stream or Channel Crossing ❑ N A Have construction crossings at concentrated flow areas been culverted? Describe corrective action(s): Date correction needed: Stone Check Dam ❑ N A Installed per standards? channel stable (flow is not eroding soil underneath or around the structure). does sediment need to be removed? Describe corrective action(s): Date correction needed: Excavation Dewatering ❑ N A 1. Flowing water ❑ N A-Upstream berm (sandbags, inflatable dams, etc. with one-foot minimum freeboard) and downstream berms are installed per plan? and functioning? (clean water from upstream pool is being pumped to the downstream pool)? 2. Sediment laden water from work area ❑ N A - Is being discharged to a silt-trapping device? 3. Groundwater from excavations ❑ N A - is being managed properly(sumps and sediment control)? Describe corrective action(s): Date correction needed: d. Soil Stabilization Basic erosion control is achieved by covering all bare ground areas. Topsoil and Spoil Stockpiles ❑ N A Stabilized- sediment controls at downhill slope? Describe corrective action(s): Date correction needed: Revegetation/Stabilization ❑ N A Has temporary or permanent seeding and mulch (as shown on site sketch plan)been applied to areas that have been inactive for 14 days or less (or, inactive for 7 days if over 5 acres disturbed)? Has soil preparation been applied as specified in the SWPPP and in accordance with the Blue Book (Assure that all the necessary soil testing/fertilizer/lime, topsoil, decompaction has been applied)? Have rolled erosion control products specified for steep slopes or channels been installed? Describe corrective action(s): Date correction needed: e. Sediment Controls Stabilized Construction Entrance ❑ N A Stone is clean and all access areas covered (entrances, construction routes, materials storage areas, equipment parking)? Tracking onto public streets is minimized and cleaned daily? Describe: Date correction needed: Revised 4-27-2010 4 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form Page 5 of Silt Fence ❑ N A Installed on contour? not across conveyance channels? At least 10 feet from toe of slope? At appropriate spacing intervals based on slope? Wrapped ends for continuous support? Fabric is tight, without rips or frayed areas? Posts are stable? buried 6 inches minimum? Any "bulges"? Describe: Date correction needed: Temporary Sediment Trap ❑ N A Is outlet structure constructed properly? geotextile fabric has been placed beneath rock fill? Maintenance—depth of sediment in basin? 50% capacity? Describe: Date correction needed: Temporary Sediment Basin ❑ N A Is basin and outlet structure constructed per the approved plan? Are basin side slopes stabilized with seed/mulch? Maintenance—depth of sediment in basin? 50% capacity? Describe: Date correction needed: Drop Inlet Protection ❑ N A Type(s) of inlet control? Installed per Blue Book specifications: drainage area (typically 1 acre)? Appropriate for location? Describe: Date correction needed: f. Digital Color Photographs of Deficient BMPs The qualified inspector shall attach paper color copies of the digital photographs to this inspection report of deficient BMPs with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. g. Digital Color Photographs of BMPs that have been Corrected The qualified inspector shall attach paper color copies of the digital photographs to this inspection report of corrected BMPs with date stamp, that clearly show the condition of the practice(s) after the corrective actions has been completed. Revised 4-27-2010 5 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form Page 6 of h. Post-Construction Stormwater Management Report of any corrective action(s) that must be taken to install, correct, repair, replace or maintain any deficiencies identified with the construction of the post-construction stormwater management practice(s). Report the current phase of construction of all post-construction stormwater management practice(s) and whether the installation appears to be geometrically consistent with the approved hydraulic design(e.g. the pond,the outlet structure, orifice,pipe sizing and slope is geometrically consistent with the SWPPP): i. Revisions to SWPPP When the owner or operator becomes aware that they failed to submit any relevant facts, or submitted incorrect information in the NOI or in any other report, or have made substantive revisions to the SWPPP (e.g. the scope of the project changes significantly, the type of post-construction stormwater management practice(s) changes, there is a reduction in the sizing of the post-construction stormwater management practice, or there is an increase in the disturbance area or impervious area) which were not reflected in the original NOI submitted to the Department and/or the MS4, they shall promptly submit such facts or information. Failure of the owner or operator to correct or supplement any relevant facts within five (5) business days of becoming aware of the deficiency shall constitute a permit violation (GP-0-10-001 PartVII.G) j. Inspection Notes and Signature Inspection Notes: Revised 4-27-2010 6 STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES Standardized Qualified Inspector Form Page 7 of PART I. j. Signature GP-0-10-001 Part VII.Q Articles 175 and 210 of the New York State Penal Law provide for Criminal penalty of a fine and/or imprisonment for falsifying forms and reports required by this permit. Qualified Inspector (print name) Date of Inspection Signature The above signed acknowledges that, to the best of his/her knowledge, all information provided on the forms is accurate and complete. Title: Address: Phone: Email: CPESC#: Stormwater Training Number for Trained Individuals: P.E. or L.A. Supervisor Name for Trained Individuals: Compliance certification: Received and reviewed by Title: The above signed acknowledges receipt of this inspection report Revised 4-27-2010 7 HC 210 (1/21) NOTICE TO REDUCE FREQUENCY OF SPDES SITE INSPECTIONS SPDES General Permit for Stormwater Discharges from Construction Activity In accordance with Part IV.C.2.c of the SPDES General Permit for Stormwater Discharges from Construction Activity, the New York State Department of Transportation hereby notifies the New York State Department of Environmental Conservation that work on this Contract will be temporarily suspended and temporary stabilization measures have been applied to all disturbed areas. A Qualified Inspector will conduct a site inspection at least once every 30 calendar days during this period. The standard site inspection frequency will resume when construction activities re- commence. SPDES Permit ID Contract No.: PIN: Description: Town,Village,City: County: Reason for temporary suspension of work: ❑ Winter Shutdown ❑ Other Approximate date work will be suspended: Approximate date work will resume: Signature: Name: Title: Phone: E-Mail: Date Submitted to NYSDEC: Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX N. NOTICE OF INTENT RA April 2022 F0644089821 NOTICE OF INTENT New York State Department of Environmental Conservation _ Division of Water 10immili 625 Broadway, 4th Floor NYR ELLLE] 'ROWAlbany, New York 12233-3505 (for DEC use only) Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-20-001 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. - IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE OWNER/OPERATOR MUST SIGN FORM Owner/Operator Information (Owner/Operator (Company Name/Private Owner Name/Municipality Name) N O R B U T S O L A R F A R M S , L L C Owner/Operator Contact Person Last Name (NOT CONSULTANT) J 0 N Owner/Operator Contact Person First Name S T O N E Owner/Operator Mailing Address 1 2 4 1 U n i v e r s i t y A v e . City R O C H E S T E R State Zip NY l4� 6 (0 / Phone (Owner/Operator) Fax (Owner/Operator) Email (Owner/Operator) FED TAX ID m - (not required for individuals) LPage 1 of 14 F6401089828 Project Site Information Project/Site Name N O R B U T S O L A R - D A N B Y Street Address (NOT P.O. BOX) 5 4 B A L D H I L L R O A D Side of Street O North O South O East 0 West City/Town/Village (THAT ISSUES BUILDING PERMIT) T O W N O F D A N B Y State Zip County DEC Re ion KY ]L s ® - T O M P K I N S Name of Nearest Cross Street D A N B Y R O A D Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street 4 5 0 O North ® South O East O West Tax Map Numbers Tax Map Numbers Section-Block-Parcel 1 0 0 - 1 - 2 1 1 8 1. Provide the Geographic Coordinates for the project site. To do this, go to the NYSDEC Stormwater Interactive Map on the DEC website at: https://gisservices.dec.ny.gov/gis/stormwater/ Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located the centroid of your project site, go to the bottom right hand corner of the map for the X, Y coordinates. Enter the coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Eastin ) Y Coordinates (Northing) -7 6 4 9 3 4 � 33 55 �22 Ex. -73.749 Ex. 42.652 2. What is the nature of this construction project? *, New Construction '/, Redevelopment with increase in impervious area " Redevelopment with no increase in impervious area Page 2 of 14 F4107089829 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOREST O SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION CULTIVATED LAND O TOWN HOME RESIDENTIAL O SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL O INDUSTRIAL O MULTIFAMILY RESIDENTIAL O COMMERCIAL O INSTITUTIONAL/SCHOOL O MUNICIPAL O INDUSTRIAL O ROAD/HIGHWAY O COMMERCIAL O RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY O BIKE PATH/TRAIL O RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc. ) O BIKE PATH/TRAIL O PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY O PARKING LOT O DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc. ) 0 OTHER S O L A R A R R A Y *Note: for gas well drilling, non-high volume hydraulic fractured wells only 4. In accordance with the larger common plan of development or sale, enter the total project site area; the total area to be disturbed; existing impervious area to be disturbed (for redevelopment activities) ; and the future impervious area constructed within the disturbed area. (Round to the nearest tenth of an acre. ) Future Impervious Total Site Total Area To Existing Impervious Area Within Area Be Disturbed Area To Be Disturbed Disturbed Area 1 7L 71 .1 6�6 2 6 2 , 6 0 0 0 0 � 33 5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes ® No 6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site. A B C D =0 0 = o = 0 8 6 % 7. Is this a phased project? O Yes ® No Start Date End Date 8. Enter the planned start and end ® h p 2 2 - ® p 2 p 2 3 dates of the disturbance N Fa�2 activities. LPage 3 of 14 F8600089821 C9. Identify the nearest surface waterbody(ies) to which construction site runoff will discharge. Name T r i b u t a r y o f B u t t e r m i l k C r e e k 9a. Type of waterbody identified in Question 9? ® Wetland / State Jurisdiction On Site (Answer 9b) O Wetland / State Jurisdiction Off Site Wetland / Federal Jurisdiction On Site (Answer 9b) O Wetland / Federal Jurisdiction Off Site O Stream / Creek On Site O Stream / Creek Off Site O River On Site 9b. How was the wetland identified? O River Off Site O Lake On Site O Regulatory Map O Lake Off Site 0 Delineated by Consultant O Other Type On Site O Delineated by Army Corps of Engineers O Other Type Off Site O Other (identify) 10. Has the surface waterbody(ies) in question 9 been identified as a O Yes No 303 (d) segment in Appendix E of GP-0-20-001? 11. Is this project located in one of the Watersheds identified in Appendix C of GP-0-20-001? O Yes ® No 12. Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes 0 No waters? If no, skip question 13. 13. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is O Yes ® No identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? 14. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes ® No area? LPage 4 of 14 F6403089820 15. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, O Yes 0 No '., Unknown culverts, etc) ? 16. What is the name of the municipality/entity that owns the separate storm sewer system? 17. Does any runoff from the site enter a sewer classified O Yes ® No O Unknown as a Combined Sewer? 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? 0 Yes No- 19. Is this property owned by a state authority, state agency, federal government or local government? O Yes No 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes No Agreement, etc. ) 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS 0 Yes O No Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ? 22. Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and Yes O No Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. 23. Has the post-construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS 0 Yes O No Stormwater Management Design Manual? Page 5 of 14 F0251089825 24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: 40 Professional Engineer (P.E.) O Soil and Water Conservation District (SWCD) O Registered Landscape Architect (R.L.A) O Certified Professional in Erosion and Sediment Control (CPESC) O Owner/Operator O Other SWPPP Preparer P A S S E R O A S S O C I A T E S Contact Name (Last, Space, First) C O X D A V I D Mailing Address 2 4 2 W E S T M A I N S T R E E T City R O C H E S T E R State Zip NY 1� 4 614 - � Phone Email D COX @ P A S S E R O C O M SWPPP Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-20-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI D A V I D Last Name C 0 X Signature Date ® 6 -a 0 p 2 1 LPage 6 of 14 F0005089822 25. Has a construction sequence schedule for the planned management practices been prepared? ® Yes O No 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Vegetative Measures Check Dams O Brush Matting OF Construction Road Stabilization O Dune Stabilization O Dust Control O Grassed Waterway O Earth Dike 0 Mulching O Level Spreader 0 Protecting Vegetation O Perimeter Dike/Swale /, Recreation Area Improvement O Pipe Slope Drain OR Seeding O Portable Sediment Tank O Sodding O Rock Dam O Straw/Hay Bale Dike O Sediment Basin O Streambank Protection O Sediment Traps O Temporary Swale 9 Silt Fence O Topsoiling Stabilized Construction Entrance O Vegetating Waterways O Storm Drain Inlet Protection Permanent Structural O Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Debris Basin O Temporary Stormdrain Diversion O Diversion O Temporary Swale O Grade Stabilization Structure O Turbidity Curtain O Land Grading O Water bars 10 Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical O Paved Flume O Brush Matting O Retaining Wall O Wattling O Riprap Slope Protection O Rock Outlet Protection Other O Streambank Protection Page 7 of 14 F0182089828 Post-construction Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. 27. Identify all site planning practices that were used to prepare the final site plan/layout for the project. O Preservation of Undisturbed Areas O Preservation of Buffers O Reduction of Clearing and Grading Locating Development in Less Sensitive Areas O Roadway Reduction O Sidewalk Reduction 0 Driveway Reduction O Cul-de-sac Reduction O Building Footprint Reduction O Parking Reduction 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1. 6 ("Soil Restoration") of the Design Manual (2010 version) . 0 All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . O Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. 28. Provide the total Water Quality Volume (WQv) required for this project (based on final site plan/layout) . Total WQv Required 0 acre-feet 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(#28) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMPs. Page 8 of 14 F7738089822 Table 1 - Runoff Reduction (RR) Techniques and Standard Stormwater Management Practices (SMPs) Total Contributing Total Contributing RR Techniques (Area Reduction) Area (acres) Impervious Area(acres) Conservation of Natural Areas (RR-1) . . . �•� and/or �•� Buffers/Filters to Riparian �•� Buffers/Filters Strips (RR-2) , , , , , , , , , , 1 � 5 03 3 and/or 0 3 0 3 O Tree Planting/Tree Pit (RR-3) . . . . . . . . . . and/or O Disconnection of Rooftop Runoff (RR-4) and/or RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 Porous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 • 2 2 Green Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �•� Standard SMPs with RRv Capacity O Infiltration Trench (I-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Infiltration Basin (I-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ODry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Infiltration System (I-4) • • • • • • • • • • • • • • • • • • • • • • • • O Bioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Dry Swale (0-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Multiple Pond System (P-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Pocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Underground Sand Filter (F-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Perimeter Sand Filter (F-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Pond/Wetland System (W-3) O Pocket Wetland (W-4) O Wet Swale (0-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LPage 9 of 14 F0762089822 Table 2 - Alternative SMPs (DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Alternative SMP Impervious Area(acres) OHydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Vault O Media Filter O Other Provide the name and manufacturer of the Alternative SMPs (i.e. proprietary practice (s) ) being used for WQv treatment. Name Manufacturer Note: Redevelopment projects which do not use RR techniques, shall use questions 28, 29, 33 and 33a to provide SMPs used, total WQv required and total WQv provided for the project. 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided acre-feet 31. Is the Total RRv provided (#30) greater than or equal to the total WQv required (#28) . ® Yes O No If Yes, go to question 36. If No, go to question 32. 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0. 95) (Ai) /12, Ai=(S) (Aic) ] Minimum RRv Required 0 ® OL 0 1 acre-feet 32a. Is the Total RRv provided (#30) greater than or equal to the Minimum RRv Required (#32) ? 0 Yes O No If Yes, go to question 33. Note: Use the space provided in question #39 to summarize the specific site limitations and justification for not reducing 100% of WQv required (#28) . A detailed evaluation of the specific site limitations and justification for not reducing 100% of the WQv required (#28) must also be included in the SWPPP. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. Page 10 of 14 F1766089827 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) . Also, provide in Table 1 and 2 the total impervious area that contributes runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. 33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs identified in question #33 and Standard SMPs with RRv Capacity identified in question 29. WQv Provided acre-feet Note: For the standard SMPs with RRv capacity, the WQv provided by each practice the WQv calculated using the contributing drainage area to the practice - RRv provided by the practice. (See Table 3.5 in Design Manual) 34. Provide the sum of the Total RRv provided (#30) and the WQv provided (#33a) . 35. Is the sum of the RRv provided (#30) and the WQv provided (#33a) greater than or equal to the total WQv required (#28) ? ® Yes O No If Yes, go to question 36. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. 36. Provide the total Channel Protection Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided 0 Q) 0 0 acre-feet 0 0 0 acre-feet 36a. The need to provide channel protection has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. ® Reduction of the total CPv is achieved on site through runoff reduction techniques or infiltration systems. 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development 1 ; u CFS 1 Z1 ; ffi CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post-development 3 ® 3 . CFS 3 ® ffi CFS Page 11 of 14 F1310089822 37a. The need to meet the Qp and Qf criteria has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Downstream analysis reveals that the Qp and Qf controls are not required 38. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice (s) been 0 Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance O w n e r 39. Use this space to summarize the specific site limitations and justification for not reducing 100% of WQv required(#28) . (See question 32a) This space can also be used for other pertinent project information. Page 12 of 14 F4285089826 40. Identify other DEC permits, existing and new, that are required for this project/facility. O Air Pollution Control O Coastal Erosion O Hazardous Waste O Long Island Wells O Mined Land Reclamation O Solid Waste O Navigable Waters Protection / Article 15 O Water Quality Certificate O Dam Safety O Water Supply O Freshwater Wetlands/Article 24 O Tidal Wetlands O Wild, Scenic and Recreational Rivers O Stream Bed or Bank Protection / Article 15 O Endangered or Threatened Species (Incidental Take Permit) O Individual SPDES O SPDES Multi-Sector GP N Y R O Other • None 41. Does this project require a US Army Corps of Engineers O No Wetland Permit? .❑ If Yes, Indicate Size of Impact. 42. Is this project subject to the requirements of a regulated, traditional land use control MS4? O Yes ® No (If No, skip question 43) 43. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along O Yes O No with this NOI? 44. If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. N Y R LPage 13 of 14 I 3547089826 Owner/Operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that I will receive as a result of submitting this NOI and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being submitted. Print First Name MI Print Last Name Owner/Operator Signature Date Ell / Ell Page 14 of 14 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX O. NOTICE OF TERMINATION (BLANK) RA April 2022 New York State Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3505 *(NOTE: Submit completed form to address above)* NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity Please indicate your permit identification number: NYR I. Owner or Operator Information 1. Owner/Operator Name: 2. Street Address: 3. City/State/Zip: 4. Contact Person: 4a.Telephone: 4b. Contact Person E-Mail: II. Project Site Information 5. Project/Site Name: 6. Street Address: 7. City/Zip: 8. County: III. Reason for Termination 9a. VAII disturbed areas have achieved final stabilization in accordance with the general permit and SWPPP. *Date final stabilization completed (month/year): 9b. ❑ Permit coverage has been transferred to new owner/operator. Indicate new owner/operator's permit identification number: NYR (Note: Permit coverage can not be terminated by owner identified in 1.1. above until new owner/operator obtains coverage under the general permit) 9c. ❑ Other(Explain on Page 2) IV. Final Site Information: 10a. Did this construction activity require the development of a SWPPP that includes post-construction stormwater management practices? Vyes ❑ no ( If no, go to question 1Of.) 10b. Have all post-construction stormwater management practices included in the final SWPPP been constructed? Vyes ❑ no (If no, explain on Page 2) 10c. Identify the entity responsible for long-term operation and maintenance of practice(s)? Page 1 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued 10d. Has the entity responsible for long-term operation and maintenance been given a copy of the operation and maintenance plan required by the general permit? m/yes ❑ no 10e. Indicate the method used to ensure long-term operation and maintenance of the post-construction stormwater management practice(s): ❑ Post-construction stormwater management practice(s) and any right-of-way(s) needed to maintain practice(s) have been deeded to the municipality. ❑ Executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s). VFor post-construction stormwater management practices that are privately owned, a mechanism is in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record. ❑ For post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university or hospital), government agency or authority, or public utility; policy and procedures are in place that ensures operation and maintenance of the practice(s) in accordance with the operation and maintenance plan. 1Of. Provide the total area of impervious surface (i.e. roof, pavement, concrete, gravel, etc.) constructed within the disturbance area? (acres) 11. Is this project subject to the requirements of a regulated, traditional land use control MS4? s/yes ❑ no (If Yes, complete section VI -"MS4 Acceptance" statement V. Additional Information/Explanation: (Use this section to answer questions 9c. and 10b., if applicable) VI. MS4 Acceptance -MS4 Official (principal executive officer or ranking elected official) or Duly Authorized Representative (Note: Not required when 9b. is checked -transfer of coverage) I have determined that it is acceptable for the owner or operator of the construction project identified in question 5 to submit the Notice of Termination at this time. Printed Name: Title/Position: Signature: Date: Page 2 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued VII. Qualified Inspector Certification - Final Stabilization: I hereby certify that all disturbed areas have achieved final stabilization as defined in the current version of the general permit, and that all temporary, structural erosion and sediment control measures have been removed. 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. Printed Name: David Cox, PE Title/Position: Project Manager Signature: Date: Vill. Qualified Inspector Certification - Post-construction Stormwater Management Practice(s): I hereby certify that all post-construction stormwater management practices have been constructed in conformance with the SWPPP. 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. Printed Name: David Cox, PE Title/Position: Project Manager Signature: Date: IX. Owner or Operator Certification I hereby certify that this document was prepared by me or under my direction or supervision. My determination, based upon my inquiry of the person(s)who managed the construction activity, or those persons directly responsible for gathering the information, is that the information provided in this document is true, accurate and complete. 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. Printed Name: Norbut Solar Title/Position: Owner/Operator Signature: Date: (NYS DEC Notice of Termination -January 2015) Page 3 of 3 Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX P. EROSION CONTROL DETAILS RA April 2022 I i I i I Figure 5A.35 Stabilized Construction Entrance SYMBOL i� 50'MIN. _i EXISTING PAVEMENT 6' Sal EXISTING =FILTER �� MOUNTABLE BERM GROUND CLOTH PROFILE (OPTIONAL) 501MIN. 10'MIN. EXISTING GROUND 12' IN. 12'MIN' EXISTING PAVEMENT PLAN VIEW 10'MIN. C❑NSTRUCTI❑N SPECIFICATI❑NS 1. STONE SIZE — USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH — NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS — NOT LESS THAN SIX (6) INCHES. 4. WIDTH — TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY—FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. GEOTEXTILE — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON— STRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 51 SLOPES WILL BE PERMITTED. 7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. 8, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Y ADAPTED FROM DETAILS PROVIDED BYj USDA — NRCS, STABILIZED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE New York Standards and Specifications Page 5A.76 August 2005 For Erosion and Sediment Control I I i I Figure 5A.8 Silt Fence WOVEN WIRE FENCE SYMBOL (MIN. 14 GAUGE W/ MAX. 6' MESH 10' MAX. C. TO C. SPACING) 36' MIN, LENGTH FENCE POSTS DRIVEN MIN. 16' i. . . INTO GROUND. 4 HEIGHT OF FILTER 16' MIN. W •v��,� .v �� �, �, �, y. 6' MIN. PERSPECTIVE VIEW 36' MIN. FENCE POST�\ WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6' MESH SPACING) WITH FILTER CLOTH 20'MIN. j FLOW j UNDISTURBED GROUND COMPACTED SOIL EMBED FILTER CLOTH 16'MIN. A MIN. OF 6' IN GROUND. SECTION VIE F C❑NSTRUCTI❑N SPECIFICATI❑NS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES d OR STAPLES. POSTS SHALL BE STEEL EITHER 'T' OR 'U' TYPE OR HARDWOOD, I 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6' MAXIMUM MESH OPENING. f 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER— LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. ADAPTED FROM DETAILS PROVIDED BYo USDA — NRCS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE I August 2005 Page 5A.21 New York Standards and Specifications j For Erosion and Sediment Control i I Figure 5A.12 Filter Fabric Drop Inlet Protection SYMBIIL 2'x4+ WOOD FRAME 1.5' MAX. _ — STAKE ram• �. FABRIC U U f DROP INLET BURIED FABRIC WITH GATE _ FRAME II 11 MBE GATHER EXCESS AT CORNERS E ❑!N!S RUCTION SPECIFICATIONS 1. FILTER FABRIC SHALL_HAVE N EO F 40-85. BURLAP MAY BE USED €13R SHORT TERM AP LICA .I S E. JH NTS BARE NEEDED THEYI W�LS S ERR APPED TO T EI NEXT STAKE, S, AE AE WIfiHRA LklIN141 U L NGTH OF 3 FEET. 4' WOOD 00 EQUIVALENT, fT, 4. SPACE STAKES EVENLY AROUND INLET S FED APA�RT ,AND DRIVE A WITH THE-USEINCHES"4 WIRE .ME SPANS EH ND TEE T L E FA ►'I AFOR-SUPPORT. - S, Fe IC SHALL BE EMBEDDED I FMT MINIMUM BELOW GROUND AND DA'C FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6i A 2' x 41 WOOD FLAME_SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FUR OVER FLOW STABILITY. MAKIMUN DRAINAGE AREA 1 ACME ADAPTED FROM DETAILS PROVIDED BYt USI)A_a MRCS, FILTER FABRIC NEW YORK STATE DEPARTMENT OF TRANSPORTATION, DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW PORK STATE SOIL 14 WATER COONSERVATION COMMITTEE PROTECTION New York Standards and Specifications Page 5A.30 August 2005 For Erosion and Sediment Control I Figure 5A.9 Check Dam SPACING VARIES SYMBOL DEPENDING ON CHANNEL SLOPE X A CUTOFF TRENCH SAME ELEVATION CREST 18' WIDE TOE���/SL 24' MAX 6' DEEP OPf H 2 CENTER PROFILE SC LE A NOT T 7 GROUND LINE 5' B MI . H (Ft) 9 MIN X = SLOPE (FT/FT) FILTER _/ FABRIC DITCH BOTTOM B CUTOFF TRENCH 2 2 DESIGN BOTTOM 1F 1 24' MAX SECTION A—A 2 CENTER NOT TO SCALE 1� 1 6' FILTER FABRIC 18' SECTION B—B NOT TO SCALE CONSTRUCTION SPECIFICATIONS 1, STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN, 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM, 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4, PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR C AND EROSION WITH STONE OR LINER AS APPROPRIATE, i 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE, MAXIMUM DRAINAGE AREA 2 ACRES. ADAPTED FROM DETAILS PROVIDED BYi USDA — NRCS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, CHECK DAM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE New York Standards and Specifications Page 5A.24 August 2005 For Erosion and Sediment Control Stormwater Pollution Prevention Plan Norbut Solar - Danby, New York APPENDIX Q. MAINTENANCE INSPECTION CHECKLIST RA April 2022 pp• Inspection Stormwater Pond/Wetland Operation, Maintenance and Management Inspection Checklist Project Location: Site Status: Date: Time: Inspector: Maintenance Item dory/ Comments Unsatisfactory 1. Embankment and emergency spillway (Annual,After Major Storms) 1. Vegetation and ground cover adequate 2. Embankment erosion 3. Animal burrows 4. Unauthorized planting 5. Cracking, bulging, or sliding of dam a. Upstream face b. Downstream face c.At or beyond toe downstream upstream d. Emergency spillway 6.Pond,toe&chimney drains dear and functioning 7.Seeps/leaks on downstream face 8.Slope protection or riprap failure 9. Vertical/horizontal alignment of top of dam"As-Built" G-1 New York State Stormwater Management Design Manual Maintenance Item Satisfactory/ Comments Unsatisfactory 10. Emergency spillway dear of obstructions and debris 11. Other(specify) 2. Riser and principal spillway (Annual) Type: Reinforced concrete Corrugated pipe Masonry 1. Low flow orifice obstructed 2. Law flow trash rack. a. Debris removal necessary b. Corrosion control 3.Weir trash rack maintenance a. Debris removal necessary b. corrosion control 4. Excessive sediment accumulation insider riser 5. Concrete/masonry condition riser and barrels a. cracks or displacement b. Mnor spalling(<1") c. Major spalling(rebars exposed) d. Joint failures e. Water tightness 6. Metal pipe condition 7. Control valve a. Operational/exercised b. Chained and locked 8. Pond drain valve a. Operational/exercised b. Chained and locked 9. OutFall channels functioning 10. Other(specify) G-2 New York State Stormwater Management Design Manual Maintenance Item Satisfactory/ Comments Unsatisfactory 3. Permanent Pod (Wet Ponds) (monthly) 1. Undesirable vegetative grouvth 2. Roating or floatable debris removal required 3.Visible pollution 4. Shoreline problem 5. Other(specify) 4, Sediment Forebays 1.Sedimentation noted 2. Sediment deanout when depth<50%design depth 5. Dry Pond Areas 1.Vegetation adequate 2. Undesirable vegetative growth 3. Undesirable woody vegetation 4. Low flow channels dear of obstructions 5. Standing water or wet spots 6. Sediment and/or trash accumulation 7. Other(specify) 6. Condition of Outfalls (Annual ,After Major Storms) 1. Riprap failures 2. Slope erosion 3. Storm drain pipes 4.Endwalls/Headwalls 5. Other(specify) 7. Other (Monthly) 1. Encroachment on pond, wetland or easement area G-3 New York State Stormwater Management Design Manual Maintenance Item Satisfactory/ Comments Unsatisfactory 2. Complaints from residents 3.Aesthetics a. Grass growing required b. Graffiti removal needed c. Other(specify) 4. Conditions of maintenance access routes. 5. Signs of hydrocarbon build-up 6.Any public hazards(specify) 8.Wetland Vegetation (Annual) 1. Vegetation healthy and growing Wetland maintaining 50%surface area coverage of wetland plants after the second growing season. (If unsatisfactory, reinforcement plantings needed) 2. Dominant wetland plants: Survival of desired wetland plant species Distribution according to landscaping plan? 3. Evidence of invasive species 4. Maintenance of adequate water depths for desired wetland plant species 5. Harvesting of emergent plantings needed 6. Have sediment accumulations reduced pool volume significantly or are plants"choked"with sediment 7. Eutrophication level of the wetland. 8. Other(specify) Con1' nts: G-4 New York State Stormwater Management Design Manual Actions to be Taken: VEGETATED FILTER STRIP MAINTENANCE SCHEDULE SOIL: • Visually inspect and repair in the Spring and Fall. In the event of erosion, stabilize erosion path by reestablishing soil, grass, and mulch. • Every Spring and Fall remove accumulated sediments and debris. • Check the soil pH every other Spring. Apply appropriate product to adjust pH, as required. The recommended soil pH levels should range between 5.0 and 6.0 for the water quality swales. GRASS: • Once a month during the growing season, visually inspect vegetation for disease and pest problems. • Every Spring and Fall, remove and replace all dead and diseased vegetation. • Weed, as needed. • Reseed if needed, to maintain effectiveness of vegetation for pollutant and sediment removal. • Mow as necessary. Never cut shorter than 4 inches. • During periods of drought, inspect for signs of stress (wilting, yellow, spotted or brown leaves, loss of leaves, etc.). Water in the early morning as needed. G-5 IF- B U T Solar System Decommissioning I*, r-4 Plan Without Scrap Value SOLAR FARMS Decommissioning costs are equal for all three sites listed below: ■ NSF Danby Site 1, LLC ■ NSF Danby Site 2, LLC ■ NSF Danby Site 3, LLC Synopsis A. Solar System Lifespan B. Cost of Decommissioning C. Ensuring Funds For Decommissioning and Site Restoration D. Solar System Decommissioning Description D.1. Removal of Electrical Components, Racks &Rack Wiring D.2. PV Module Dismantling& Panel Removal D.3. Breakup and Remove Concrete Pads or Ballast DA. Remove Cables D.5. Remove Fence D.6. Grading and Road Removal D.7. Seed Disturbed Area A. Solar System Lifespan Owner of Sites located at 00 Bald Hill Road, Danby,NY 14850 ("Project"), to be subdivided, is responsible for decommissioning the Project. Commercial-scale solar fields are designed for a minimum expected operational life of 25 years but may operate for 40 years or more. As the solar field approaches the end of its operational life, it is expected that technological advances will make more efficient and cost-effective solar arrays that will economically drive the replacement of the existing solar arrays. The decommissioning plan provides financial assurance that there will be sufficient funds available for decommissioning and site restoration when the solar arrays have reached the end of their useful life. B. Cost of Decommissioning The cost of decommissioning a solar array more than 20 years into the future cannot be known with exact certainty. L_ 1 NSF Danby Decommissioning Costs Per 5 MW System # Task Estimated Cost D1 Remove Electrical Components, Racks & Rack Wiring $ 35,000 D2 PV Module Dismantling Removing Panels $ 45,000 D3 Breakup and Remove Concrete Pad $ 25,000 D4 Remove Cable $ 30,000 D5 Remove Fence $ 37,500 D6 Grading/Roadway $ 10,000 D7 Seed Disturbed Area $ 5,000 Cost: Labor and Equipment to Decommission $ 187,500 Total After 20 Years (2% Inflation Rate) $ 278,615 Three 5 MW systems, each with a Current Net Cost of$187,500 per system, totaling $562,500. C. Ensuring Funds for Decommissioning and Site Restoration The estimated cost of decommissioning as provided above will be updated upon commencement of commercial operations. On or prior to December 31 of each calendar year beginning with the calendar year in which the Project commences commercial operations through and including calendar year 10, an amount based on the estimate provided herein, if any, to be updated upon commencement of commercial operations, shall be reserved for decommissioning and site restoration. Such annual amounts may be in the form of a performance bond, surety bond, letter of credit, parental guaranty, or other form of financial assurance acceptable to the Siting Council (the "Financial Assurance"). On or prior to the end of calendar year 15 of the Project's operation, the estimated costs of decommissioning will be reassessed and an amount equal to the balance of such updated estimated cost of decommissioning less the amounts reserved, if any, will be reserved for decommissioning and site restoration. The Financial Assurance shall be kept in place until such time as the decommissioning work has been completed,provided, however, to the extent available as liquid funds, the Financial Assurance may be used to offset the costs of the decommissioning. D. Solar System Decommissioning Description Decommissioning and restoration activities will adhere to the requirements of appropriate governing authorities, and will be in accordance with applicable federal, state, and local permits. The decommissioning and restoration process comprise removal of above-ground structures; grading, to the extent necessary; restoration of topsoil (if needed) and seeding. The process of removing structures involves evaluating and categorizing all components and materials into categories of recondition and reuse, salvage, recycling, and disposal. 2 IF The above-ground structures and below-ground structures are collectively referred to herein as the "Project Components." Temporary erosion and sedimentation control best management practices will be used during the decommissioning phase of the Project. Control features will be regularly inspected during the decommissioning phase and removed at the end at the process. D.1. Removal of Electrical Components,Racks &Rack Wiring Control cabinets, electronic components, and internal cables will be removed. The panels, racks and inverters will be lowered to the ground where they may be transported whole for reconditioning and reuse or disassembled/cut into more easily transportable sections for salvageable, recyclable, or disposable components. D.2. PV Module Dismantling&Panel Removal Solar photovoltaic modules used in the Project are manufactured within regulatory requirements for toxicity based on Toxicity Characteristic Leaching Procedure (TCLP). The solar panels are not considered hazardous waste. The panels used in the Project will contain silicon, glass, and aluminum which have value for recycling. Modules will be dismantled and packaged per manufacturer or approved recyclers specifications and shipped to an approved off-site approved recycler. D.3. Breakup and Remove Concrete Pads or Ballast Pads will be excavated to a depth sufficient to remove all anchor bolts, rebar, conduits, cable, and concrete to a depth of 24 inches below grade. The remaining excavation will be filled with clear sub- grade material of quality comparable to the immediate surrounding area. The sub-grade material will be compacted to a density similar to surrounding subgrade material. All unexcavated areas compacted by equipment used in decommissioning shall be de-compacted in a manner to adequately restore the topsoil and sub-grade material to the proper density consistent and compatible with the surrounding area. Concrete slabs used as equipment pads will be broken and removed to a depth of two feet below grade. Clean concrete will be crushed and disposed of off-site and/or recycled and reused either on or off-site. D.4. Electrical Cable Removal Electric wire made from copper or aluminum has value for recycling. DC wiring can be removed manually from the panels to the inverter. Underground wire in the area of the array will be pulled and removed from the ground. Overhead cabling for the interconnection will be removed from poles. All wire will be sent to an approved recycling facility. D.S. Fencing and Racking Removal All racking and fencing material will be broken down into manageable units and removed from facility and sent to an approved recycler. All racking posts driven into the ground will be pulled and removed. D.6. Grading and Road Removal During decommissioning, the processed stone access roads will be maintained for access and future use. 3 D.7. Seed Disturbed Areas Following decommissioning activities,the sub-grade material and topsoil from affected areas may need to be de-compacted and restored to a density and depth consistent with the surrounding areas. If the subsequent use for the Project site will involve agriculture, a deep till of the Project site may be undertaken. The affected areas will be inspected, thoroughly cleaned, and all construction-related debris removed. Disturbed areas will be reseeded to promote re-vegetation of the area unless the area is to be immediately redeveloped. In all areas, restoration shall include, as reasonably required, leveling, terracing, mulching, and other necessary steps to prevent soil erosion, to ensure establishment of suitable grasses and forbs, and to control noxious weeds and pests. Decommissioning and Restoration Terms The Project shall be decommissioned within 360 days of the end of the Project's operational life. Areas disturbed during the decommissioning phase will be with seeded with a drought-tolerant grass seed mix appropriate for the area unless such areas are being immediately redeveloped for other uses. The gravel access road will remain intact. 4 SAMPLE DECOMMISSIONING AGREEMENT This DECOMMISSIONING AGREEMENT (this "Agreement") dated as of [DATE] (the "Effective Date") is made by and among the Town of Danby, a municipal corporation under the laws of the State of New York with offices at 1830 Danby Road, Ithaca, New York 14850 (the "Town") and NSF Danby Site 1, LLC, a limited liability corporation with principal offices at 1241 University Avenue, Rochester, New York 14607, (the "Owner"); (the Town and Owner, collectively the "Parties"). WHEREAS, Owner intends to permit, construct, operate and maintain solar energy facilities with an aggregate size of approximately 5 Megawatts of alternating-current nameplate capacity that will generate electric power(the"Project")on a portion of property,more particularly identified hereto, and commonly known as a portion of Bald Hill Road, LLC (Tax Parcel ID Number 10.4-21.122 (the "property"), such parcels being located within the Town of Danby, Tompkins County,New York(the then current owner(s) of the Property are referred to under this Agreement as the "Landowner"); and WHEREAS, the Town of Danby Planning Board conducted reviews as required under the Town Site Plan Review Local Law and gave its approval in respect of the Project at a meeting on [DATE] on condition that, among other things,the applicant submit a final decommissioning plan and Decommissioning Bond (as defined below) providing the Town with access to funds for the Decommissioning (as defined below) of the Project on the terms and conditions set forth under this Agreement; and WHEREAS, the Parties now desire to enter into this Agreement as required by the Town and to agree upon terms and conditions of the financial surety provided to the Town for the purpose of Decommissioning the Project. NOW, THEREFORE, in consideration of the promises and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1. At the start of physical construction of the Project following issuance of a building permit from the Town (the "Start Date"), the Owner shall post a Decommissioning Bond (the "Decommissioning Bond") in the amount of$150,565.00 (the "Initial Bond Amount") for the benefit of the Town upon the terms and conditions set forth in this Agreement. At the end of each one-year period following the Start Date(the "Anniversary Date"),Owner shall renew the Decommissioning Bond at a value of the Initial Bond Amount,together with an additional 2% annual escalation amount. Upon posting of the Decommissioning Bond, the Owner will provide the Town a copy of the related Decommissioning Bond policy with contact information for the financial provider. Owner or its successor in title to the Project shall be responsible for renewing such Decommissioning Bond as long as the Project remains in commercial operation, which is expected to be for a period of thirty-five (35)years. The Parties agree that the Bond shall be used solely to pay for any Decommissioning costs of the Project pursuant to the terms and conditions of this Agreement. Owner shall have no further payment obligations in connection with Decommissioning during the operation of the Project provided that Owner complies with posting the Decommissioning Bond in accordance with this Agreement. Nonetheless, in the event the actual Decommissioning costs exceed the amount covered by the Decommissioning Bond, Owner or its successor in title to this Project shall be responsible for 1 any such excess costs, provided such excess costs are not as a result of the Town using any amount covered by the Bond for any reason other than to pay for Decommissioning costs of the Project, which action by the Town will be deemed a default under this Agreement entitling the Owner to damages and injunctive relief. The Town will have no right to use any amount from the Decommissioning Bond for any reason other than to pay for Decommissioning costs related to the Project pursuant to the terms and conditions of this Agreement, and any breach by the Town of the foregoing will be deemed a default under this Agreement entitling the Owner to damages and injunctive relief,and the Town shall be responsible to pay for such amount used and shall indemnify and hold harmless the Owner and Landowner of the Project from any claim, loss, damage, liability or costs (including any reasonable attorney costs)arising from the Town's use of the funds. 2. Decommissioning as used in this Agreement shall mean the removal and disposal of all structures, equipment and accessories, including subsurface foundations and all other material, concrete, or debris, that were installed in connection with the Project and the reasonable restoration of the parcel of land on which the Project is built to either of the following, at the Owner's and the Landowner's option("Decommissioning"): (i) the condition such lands were in prior to the development, construction and operation of the Project, including restoration,regrading, and reseeding, or (ii) the condition designed by Owner or its successor and as agreed upon with the Landowner and the Town. Costs of Decommissioning under this Agreement include labor, professional services and any other costs reasonably associated with such restoration. 3. The Parties agree that the Decommissioning process of the Project may commence (and the funds to pay for the cost of any such Decommissioning from the Decommissioning Bond may be called on)by Owner for the following reasons, (each, a "Triggering Event"): a. Owner provides written notice to the Town of its intent to retire or decommission the Project(the "Owner Decommissioning Notice"); b. Commercial operation of the Project has not started within twelve (12) months of the completion of construction; c. The Project"ceases to be operational"(as defined below)in its entirety for more than twelve (12) consecutive months; or d. Failure to keep in effect the Decommissioning Bond meeting the requirements of this Agreement(including escalation in amount pursuant to paragraph 1) as required under this Agreement. In the event the Owner fails to initiate Decommissioning of the Project within one-hundred eighty (180) days after any Triggering Event, or Owner fails to provide a reasonable explanation for the delay or cessation of operation of the Project, then the Town will have the right to give Owner written notice of its intent to Decommission the Project through use of the Decommissioning Bond (the "Town Decommissioning Notice"), and if Owner does not cure the Triggering Event or initiate Decommissioning of the Project or provide a reasonable explanation for the delay or cessation of operation of the Project within thirty (30) days following receipt of such notice, then the Town may commence Decommissioning of the Project through use of the Bond. 2 For the purposes of this Agreement, "ceases to be operational" shall mean that the Project is no longer generating any electricity, other than due to repairs to the Project or causes beyond the reasonable control of Owner. Any one of the Triggering Events outlined in this Section 3 shall be deemed a Triggering Event based upon which the Town shall have the right to demand Decommissioning pursuant to the terms and conditions of this Agreement. 4. In the event the Town has the right to perform the Decommissioning itself pursuant to the terms and conditions set forth in Section 3 above, Owner (or its successors or assigns) and Landowner (or any of Landowner's heirs or assigns) agrees to give the Town right of reasonable access on Landowner's property to decommission the Project and shall defend, hold harmless and indemnify the Town for any and all claims, liability, loss or damage arising out of its exercise of its right to Decommission the Project as provided for herein, except in cases of negligence or willful misconduct by the Town or any of its employees, contractors, or agents. For clarity, nothing in this Section 4 or this Agreement shall infer any obligation or responsibility, financial or otherwise, to Landowner (or any of Landowner's assigns) for any costs of Decommissioning the Project. 5. Upon Decommissioning of the Project,the Owner shall have no further obligation to the Town and the Decommissioning Bond will be promptly returned and released to the Owner. 6. This Agreement may not be amended or modified except by written instrument signed and delivered by the Parties. This Agreement is binding upon and shall inure to the benefit of the Parties and their respective administrators, successors and assigns, including a successor Owner of the Project. 7. Owner shall provide the Town with proof that it either carries sufficient Workers' Compensation insurance coverage for its employees in New York or that it is exempt from such requirement. 8. The Parties agree to execute and deliver any additional documents or take any further action as reasonably requested by another Party to effectuate the purpose of this Agreement. 9. The Parties agree that this Agreement shall be construed and enforced in accordance with and governed by the laws of New York. 10. This Agreement may be executed through separate signature pages or in any number of counterparts, and each of such counterparts shall, for all purposes, constitute one agreement binding on all parties. 11. Any and all notices required to be sent by the parties shall be addressed as follows: By certified mail or mail courier service, To the Town: Town of Danby Attention: Danby Town Supervisor To Owner: NSF Danby Site 1, LLC [Signature Page Follows] 3 IN WITNESS WHEREOF, the undersigned, intending to be legally bound hereby, have duly executed this Agreement as of the date first written above. TOWN: Town of Danby By: Name: Joel Gagnon Title: Town Supervisor OWNER: NSF Danby Site 1, LLC By: Name: David Norbut Title: Manager 039653.00039 Litigation 15343419v1 4 1-' I 1 f �. �� 6 1-• - r. , _ �y} � w � S- - --- �� 1r��fL—_ � In) 5 R� P. S _—. _� .1:'y'..a. �� �S� L Yam! ' r / _ � _ n is r� .l.�� :f�. • ,� x. � , , i + r s , NSF Danby Solar Array Construction Project Historic Resources Survey Report Town of Danby, Tompkins County, New York SHPO Project Review Number: 21PRO3383 November 2021 AA . i f� I Ji f i Prepared for: Prepared by: Passero Associates Preservation Studios, LLC 242 West Main Street, Suite 100 ;3A, 170 Florida Street Rochester,NY 14614 Buffalo,NY 14208 Norbut Solar Farms, LLC 1241 University Avenue N ,P B U T Rochester,New York 14607 S O L A R FARM S NSF Danby Solar Array Construction Project Historic Resources Survey Report MANAGEMENT SUMMARY SHPO Project Review Number: 21PR03383 Involved State and Federal Agencies DEC, CORPS, FHWA, etc.): NYS Energy Research and Development Authority Phase of Survey: Phase I Historic Resources Survey Location Information Location: Southwest corner of Garfield Road and South Main Street Extension Minor Civil Division: Town of Danby County: Tompkins Survey Area(Metric and English): Number of Acres Surveyed: Not applicable USGS 7.5-Minute Quadrangle Map: Willseyville, NY 1969 and West Danby, NY 1969 Results of Architectural Survey: Number of buildings/structures/cemeteries within project area: 0 Number of buildings/structures/cemeteries adjacent to project area: 9 Number of previously determined NR listed or eligible buildings/structures/cemeteries/districts: 2 Number of identified eligible buildings/structures/cemeteries/districts: 7 Report Author(s): Katy N. Stuck,M.S. and Joseph Duggan,B.A. Date of Report: November 2021 Principal Investigator: Katy N. Stuck,M.S. i NSF Danby Solar Array Construction Project Historic Resources Survey Report TABLE OF CONTENTS 1.0 INTRODUCTION..............................................................................................................................................I 1.1 Project Description.........................................................................................................................................1 1.2 Definition of the Zone of Visual Impact........................................................................................................5 2.0 INVESTIGATION METHODOLOGY ...........................................................................................................6 3.0 BACKGROUND RESEARCH..........................................................................................................................7 3.1 Environmental Setting ...................................................................................................................................7 3.2 Previously Identified Resources.....................................................................................................................7 3.2.1 Site File Research.................................................................................................................................7 3.2.2 Map and Document Review and Brief Historical Narrative ................................................................8 4.0 RESULTS AND RECOMMENDATIONS ....................................................................................................15 5.0 REFERENCES REVIEWED..........................................................................................................................18 LIST OF TABLES Table 1: Previously Identified Historic Resources within the Zone of Visual Impact............................................. 7 Table 2: Potentially Eligible Properties on Historic Mapping................................................................................ 10 Table 3: Summary of Historic Resources and Recommendations.......................................................................... 15 LIST OF FIGURES Figure 1. Facility Location(Topographic Map)....................................................................................................... 3 Figure 2. Facility Location(Aerial Photograph)......................................................................................................4 Figure 3. Survey Buffer and Zone of Visual Impact................................................................................................ 5 Figure4. Project Area in 1853................................................................................................................................ 11 Figure5. Project Area in 1866................................................................................................................................ 12 Figure6. Project Area in 1900................................................................................................................................ 13 Figure7. Project Area in 1949................................................................................................................................ 14 Figure 8. Map of Identified Resources................................................................................................................... 17 ATTACHMENT A: Photographic Record ii NSF Danby Solar Array Construction Project Historic Resources Survey Report INTRODUCTION1.0 Preservation Studios was contracted by Passero Associates on behalf of Norbut Solar Farms, LLC to complete a Phase I Historic Resources Survey of the proposed NSF Danby Solar Array Construction Project(the Project). The Project is proposed on 74.8 acres located on the north side of Bald Hill Road(County Road 126)within the Town of Danby,Tompkins County,New York(Figures 1 and 2). Preservation Studios completed a visual assessment and photo-documentation on October 25, 2021. The Phase I Historic Resources Survey was conducted in accordance with cultural resource management practices as required on the federal and state level, specifically the National Historic Preservation Act (NHPA) of 1966, as amended; Executive Order 11593; the regulations of the Advisory Council on Historic Preservation (36 Code of Federal Regulations [CFR] 800); Section 14.09 of the New York State Parks,Recreation and Historic Preservation Law of 1980; and the New York State Historic Preservation Office's (NYSHPO's) Guidelines for Solar Facility Development Cultural Resources Survey Work(2020). The Project is 74.8 acres in size and therefore falls under Category 3 within the Guidelines for Solar Facility Development Cultural Resources Survey Work(2020). Solar projects within this category require GIS analysis of areas that will have positive visibility of the solar field based upon topography,without regard to vegetation, and a survey of all properties 50-years old or older within one mile of the solar array Zone of Visual Impact(ZVI)by a 36 CRF 61 qualified consultant. The qualified consultant is required to document only those properties that in their professional opinion may meet the National Register of Historic Places(NRHP)criteria. The purpose of this Historic Resources Survey is to identify historic properties that may be impacted by the proposed Project and assess the potential eligibility of these properties for listing in the NRHP. The study included a reconnaissance survey (composed of a visual assessment, site walkover, and photo-documentation), background research, and historic properties site file searches. Katy Stuck and Joey Duggan of Preservation Studios conducted the field reconnaissance and report preparation. Ms. Stuck meets or exceeds the NYSHPO standards for architectural historians (36 CFR 61), as well as the Secretary of Interior's Professional Qualifications Standards (48 FR 44738- 9). 1.1 PROJECT DESCRIPTION Norbut Solar Farms is proposing to construct a 74.8-acre photovoltaic solar energy generation facility at an un- numbered 111.6-acre parcel on the north side of Bald Hill Road (CR-126) within the Town of Danby, Tompkins County, New York. The facility will consist of three adjacent solar array systems and ancillary features, such as access roads. The facility's interconnection to the utility grid will fall under the jurisdiction of New York State Electric and Gas (NYSEG), but NYSEG's customary aboveground interconnection methodology has been considered in this report, at the instruction of Norbut Solar. The Project will be located entirely on private land. Although still in the development phase,the Project will also include the following: • Concrete pad-mounted transformers; • A New York State Department of Environmental Conservation-approved pervious access drive; • Seven-foot-tall perimeter security fencing as required by the 2017 National Electrical Code; and • Stormwater diversion structures to control flow into the regulated Buttermilk Creek located on site. The solar fields will be equipped with direct pole bury panel foundations that provide minimal disturbance to the soil beneath them,as well as allow natural vegetation to remain.The pervious access drive will begin at a perimeter swing gate placed on the shared existing driveway between the facility site and 54 Bald Hill Road, set back a 1 NSF Danby Solar Array Construction Project Historic Resources Survey Report distance from the main road. The Project will provide power to the public electrical grid via a Point of Interconnection(POI)to be located east of the arrays along Danby Road (State Route 9613). Power generated from the solar arrays will travel through underground cables to the aboveground POI, the location of which has been approved by NYSEG. As the local utility provider,NYSEG will construct,own,operate,and maintain this POI.The POI will include two(2)pervious access drives for NYSEG to access the POI. The project has been designed to incorporate responsible protective screening in its design of the solar arrays. Protective vegetative buffers have been left untouched along the perimeter of the site and additional screening is proposed in less vegetated areas. 2 NSF Danby Solar Array Construction Project Historic Resources Survey Report �r • • 00, . 7 t 1 , r -N . ¢� 4 r p Pond 1,?76 r .1� A Figure 1. Project Location 3 NSF Danby Solar Array Construction Project Historic Resources Survey Report � N 1:Alo- Is r f • 1 i ' r F � T f , 1 1 Figure 2. Project Location 4 NSF Danby Solar Array Construction Project Historic Resources Survey Report 1.2 DEFINITION OF THE ZONE OF VISUAL IMPACT The purpose of the study was to assess the potential impact of the proposed Project on historic resources within a Zone of Visual Impact (ZVI). According to Guidelines for Solar Facility Development Cultural Resources Survey Work(2020), the ZVI for projects between fifty and one hundred acres in size is determined using GIS analysis of areas that will have positive visibility of the solar field based upon topography,without regard to vegetation,within one mile of the solar arrays. Development of the ZVI was conducted in consultation with the New York State Historic Preservation Office(NYSHPO)and is depicted in Figure 3.Due to rolling topography in the Project area, the ZVI ranges from five hundred feet from the Project on the south and east sides to 0.6 miles from the Project to the north and west. The ZVI includes the Area of Potential Effects(APE)which is defined as"the geographic area or areas within which an undertaking may directly or indirectly cause changes in the character of or use of historic properties, if any such properties exist"(36 CFR§800.16(d)). Any direct and indirect impacts to historic buildings, structures, or districts as a result of the Project were considered in the preparation of this report, including where historic properties may be damaged or permanently disturbed; where the character of the property's use, or of physical features within the property's setting that contribute to its historic significance, may be changed; where the property is removed from its historical location;and where the introduction of visual, atmospheric, or audible elements diminish the integrity of the property's significant historic features. - N OUTSIDE OF A ZVI; NOT SURVEYED -�., _ OUTSI E OF VI; OT - •. ' x OUTSIDE OF S RVE VED ZVI; NOT SURVEYED 1 Figure 3. Map showing the one-mile survey buffer around the Project area in yellow and the ZVI in purple, as determined by topographical analysis. 5 NSF Danby Solar Array Construction Project Historic Resources Survey Report INVESTIGATION2.0 111 1 For a building or structure to be considered eligible for listing in the NRHP, it must be evaluated within its historic context and demonstrated to be significant under one or more of the four Criteria of Evaluation (36 CFR 60) as outlined in the National Park Service (NPS) Publication, Guidelines for Completing National Register of Historic Places Forms (NPS 2002). Any buildings examined as part of this investigation were identified and evaluated in the field with reference to these criteria: Criterion A: (Event) Properties that are associated with events that have made a significant contribution to the broad patterns of our history; or Criterion B: (Person) Properties that are associated with the lives of persons significant in our past;or Criterion C: (Design/Construction) Properties that embody the distinctive characteristics of a type,period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or Criterion D: (Information Potential) Properties that have yielded, or may be likely to yield, information important in prehistory or history (NPS Bulletin 15, referencing 36 CFR60). A property is not eligible if it cannot be related to a particular time period or cultural group and thereby lacks any historic context in which to evaluate the importance of the cultural resource(NPS 2002). The cultural property(e.g., historic buildings or landscape) must also retain the historic integrity of those features necessary to convey its significance. Seven aspects or qualities of integrity recognized by the NRHP are location,design, setting,materials, workmanship,feeling, and association(NPS 2002). Preservation Studios utilized a phased approach to screening and evaluating properties within the ZVI to determine approximate age,which included archival and documentary research,desktop analysis,and fieldwork.Preservation Studios consulted the NYSHPO inventory files in order to identify previously recorded historic and architectural resources within the ZVI,and to review reports from previous cultural resource surveys conducted near the proposed Project. Additional archival and documentary research, including examination of historical maps, tax records, and other documents was conducted to develop a brief historical context for the architecture within the survey area, to ascertain historical settlement patterns for the region, and to identify both remaining evidence of those settlement patterns and major changes to the landscape over time. Preservation Studios utilized GIS applications and aerial photography to locate buildings within the ZVI and to develop a list of properties to be investigated in the field by identifying historic resources constructed prior to 1972 and resources where the construction date of the buildings or structures could not be verified during desktop research. Those resources that appeared to meet NRHP criteria of significance and integrity were recorded in the field utilizing the Trekker mobile survey application and submitted to the NYSHPO for review. An Annotated Properties List was also submitted to the NYSHPO Cultural Resources Information System(CRIS) independently from this report. 6 NSF Danby Solar Array Construction Project Historic Resources Survey Report 3.0 BACKGROUND RESEARCH 3.1 ENVIRONMENTAL SETTING The Project is located in a sparsely settled area of woodland and agricultural fields seven miles south of the densely populated city of Ithaca,New York. The area is characterized by moderately steep rolling topography, with gently sloped valleys between the hills transected by streams and/or wetlands. The Project is located within one of these low,gently sloped fields and is bound to the south,west,and north by rolling woodland and to the east by residential lots within and adjacent to the center of Danby.Houses and farmsteads on large lots with grassy yards and decorative trees line Bald Hill and Danby roads. Properties situated on these roads to the east and southeast of the Project are at roughly the same elevation as the Project,or slightly below,however,properties to the south,west,and north are located past the crests of the hills that encircle the proposed facility and therefore do not have visibility of the Project location, regardless of the abundant screening vegetation. An unnamed tributary to Buttermilk Creek passes east through the Project towards Danby Road.Buttermilk Creek runs behind the properties on the west side of downtown Danby and drains to Jennings Pond,a manmade waterbody south of the Project at the intersection of Lieb and Bald Hill roads. Existing landuse in the Project vicinity includes a mix of agricultural production, rural residential development, and deciduous forest. 3.2 PREVIOUSLY IDENTIFIED RESOURCES 3.2.1 Site File Research Site file research for the Project was conducted using the NYSHPO Cultural Resources Information System(CRIS). Preservation Studios also conducted a review of the New York State Inventory and Register, the NRHP, and the NRHP-eligible and State/NRHP-proposed lists. As directed by the NYSHPO,a site file search was conducted within the approved ZVI,identifying eight previously recorded historic properties(Table 1). Two of the properties have been determined eligible for listing in the NRHP: Danby Town Hall(Unique Site Number [USN] 10902.000001)and First Federated Church(USN 10902.000002). The eligibility of five properties have not yet been determined. The Robert Larry residence at 1781 Danby Road (USN 10902.000047)has been determined not eligible for listing(NYSHPO-CRIS 2021). Table 1: Previously Identified Historic Resources within the Zone of Visual Impact NYSHPO Name DistanceW ConstructionNRHP NEW ProjectUSN from Date* Resource1 i Danby Town Hall Town Hall(Formerly 10902.000001 (1830 Danby Rd.) 0.2 mi E 1826 First Baptist Church); Eligible Civil War Memorial First Federated 10902.000002 Church(1859 0.3 mi E 1813 Church Eligible Danby Rd. 10902.000011 1866 Danby Rd. 0.2 mi E 1850 Residence Undetermined Adjacent to Barn and Residence 10902.000012 1820 Danby Rd. POI 1850 (residence demolished Undetermined ca. 2012 7 NSF Danby Solar Array Construction Project Historic Resources Survey Report NYSHPO Name Distance Construction e NRHP USN i 1 . . . 10902.000019 94 Bald Hill Rd. 0.2 mi S 1860 Residence Undetermined Farmstead: Residence, 10902.000020 20 Bald Hill Rd. 500 ft E 1850 Barn, Springhouse, Undetermined Cemetery,Fire Station Bartos Residence 10902.000037 (107 Gunderman 0.4 mi NW 1965 Residence Undetermined Rd. 10902.000047 Robert Larry 0.4 mi NE 1988 Residence Not Eligible (1781 Danby Rd.) (*dates listed are taken from inventory forms and may not be accurate. Source:NYSHPO-CRIS 2021) 3.2.2 Map and Document Review and Brief Historical Narrative Background literature and historic maps, atlases, and aerial photographs were reviewed to assess the age of properties within the ZVI and place them in their historical context. This review identified nine properties 50 years or older in age within or adjacent to the Project that are eligible or potentially eligible for listing in the NRHP: First Baptist Church/Danby Town Hall (USN 10902.000001), First Federated Church (10902.000002), 1866 Danby Road(10902.000011), 1820 Danby Road(10902.000012), 94 Bald Hill Road(10902.000019), 20 Bald Hill Road (10902.000020), 1792 Danby Road, 1815 Danby Road, and 740 Comfort Road, all of which were constructed during the early-and mid-nineteenth century. Euro-American settlement began in Danby in the last decade of the eighteenth century. The first permanent settlers arrived in the area in 1795, when Isaac and John Dumond and Jacob and John Yaple moved together from Ulster County, New York, establishing farms and the first saw and grist mills on Buttermilk Creek in 1797 and 1799 respectively.'The Dumonds and Yaples were followed by Dr.Lewis Beers and his brother Jabez Beers,who arrived from Stratford, Connecticut in 1797 and settled southeast of the Project in what became known as the Beers Settlement. The brothers opened the first inn and store, and Dr. Beers later played an important role in the development of Danby when he served as the director of the Owego and Ithaca Turnpike Company,which resulted in the completion of Danby Road(Route 96) in 1810.2 Settlement along the roads adjacent to the Project proceeded quickly after the arrival of the Beers family. Joseph Judson,who at the age of fifteen accompanied the Beers as an indentured servant,later managed his own farmstead with his wife Abigail at 94 Bald Hill Road (USN 10902.000019), across from Jennings Pond. Benjamin Jennings arrived from Cornwall,Connecticut in 1802,and settled on the property at 20 Bald Hill Road(USN 10902.000020).3 He served as town supervisor for eleven years.4 The farm was later owned by William Buckland. It is unclear who erected the present house. The Town of Danby was incorporated in 1811 from the town of Spencer in Tioga County and became part of the newly formed Tomkins County in 1822. The population grew quickly from the earliest years of settlement, and by 1820,over 2,000 people lived in Danby. Residents largely engaged in agriculture,raising both grain and livestock, 'John H. Selkreg,Landmarks of Tompkins County,New York(Syracuse:D.Mason&Co., 1894),298-299. 2 H.B.Peirce and D.Hamilton Hurd,History of Tioga, Chemung, Tompkins, and Schuyler Counties,New York, with Illustrations and Biographical Sketches of Some of Its Prominent Men and Pioneers(Philadelphia:Everts and Ensign, 1879),467;Tresa Cortright,Danby Historical Sketches(Ithaca:DeWitt Historical Society of Tompkins County, 1968),2. s Peirce and Hurd,History of Tioga, Chemung, Tompkins, and Schuyler Counties,New York,467. 4 Cortright,Danby Historical Sketches,61. 8 NSF Danby Solar Array Construction Project Historic Resources Survey Report however Buttermilk Creek provided ample waterpower for mills, which were established along Danby and Bald Hill roads.5 Joseph Judson dammed the creek to form Jennings Pond south of the Project,which long provided ice to the community, and as the village grew, shops,public houses, and skilled services proliferated.6 During the 1820s, two congregations erected church buildings along Danby Road, both of which are previously- identified NR-eligible properties within the ZVI. In 1813, a Presbyterian congregation erected the first church in the town at 1859 Danby Road (USN 10902.000002). In 1867, the church adopted Congregationalism, and after merging with a Methodist congregation in 1954, the church became the Danby Federated Church. It is the oldest extant church building in Tompkins County. The building at 1825 Danby Road(USN 10902.000002) served as a Baptist house of worship upon its construction in 1826, until the congregation dissolved in 1866. 8 The last remaining trustee sold the property to the town in 1867, and within a few years, a twenty-nine-foot marble obelisk memorial to the forty-five Danby soldiers who died in the Civil War was erected out front.9 The building became the Danby Town Hall in 1895, eventually housing the town court and library as well.10 The earliest map identified that depicts individual buildings in Danby is the 1853 Smith map published by Horace & Charles T. Smith(Figure 4). In addition to the Judson House (94 Bald Hill Road), the JenningsBuckland Farm (20 Bald Hill Road),and the two churches on Danby Road,four of the five newly-identified and potentially eligible properties within the ZVI are present on this map. The house at 740 Comfort Road belonged to Charles Roper, a carpenter from nearby Ithaca, and his wife Sarah." The resident of the house at 1815 Danby Road is listed as "Widow Pierce."Both Pierce and Bierce were common surnames in the Tompkins County, and it is unclear which of the families was occupying the home. The house at 1792 Danby Road belonged to William H. McPherson and the house at 1866 Danby Road may have been in the possession of the descendants of Amos Hall, who arrived in Danby with his sons Leonard and Silas in 1807.12 The 1866 Stone & Stewart Map (Figure 5) also depicts property owners, however, few of the buildings in the densely populated village center are labeled. The surnames of Judson, Roper, and McPherson reappear, but residents' names are absent from 1815 and 1866 Danby Road, and 20 Bald Hill Road was occupied by William Buckland. The 1900 USGS map (Figure 6) also depicts all of the eligible or potentially-eligible properties in the ZVI, with the exception of the Roe Farm at 1820 Danby Road(USN 10902.000012).This property is missing from the earlier maps as well, however the Carpenter Gothic house and associated barn with Italianate-style cornice indicates that its absence from the 1900 map is an error. The house was demolished around 2012,but the barn stands today.13 The area remained rural in character throughout the nineteenth century, and the population of Danby reached a low ebb in the early twentieth century. In the second half of the twentieth century, exurban residential development proceeded within the ZVI, notably along Gunderman Road, Leib Road, and Bald Hill Road. Despite this development and the gradual disappearance of many historic buildings in the village center, the area retains its s Selkreg,Landmarks of Tompkins County,New York,298-299;United States Census Bureau. 1820 U.S.Census,Census Place: Danby,Tioga,New York,Page: 152-161;NARA Roll:M33_79;Image:445. 6 Selkreg,Landmarks of Tompkins County,New York,298-299 1 Joan Grant,Destination:Danby,(Ithaca:Municipal Historians of Tompkins County,2007). 8 Peirce and Hurd,History of Tioga, Chemung, Tompkins, and Schuyler Counties, 471;Grant,Destination:Danby. 9 Selkreg,Landmarks of Tompkins County,New York,299. 11 Peirce and Hurd,History of Tioga, Chemung, Tompkins, and Schuyler Counties, 471;Grant,Destination:Danby. 11 United States Census Bureau. 1870 U.S.Census,Census Place:Danby,Tompkins,New York,Page:209A;NARA Roll: M593_1104. 12 Robert Pearsall Smith,Map of Tompkins County,New York:From Actual Surveys(Philadelphia:Horace&Charles T. Smith, 1853); Selkreg,Landmarks of Tompkins County,New York,298-300;United States Census Bureau, 1850 U.S.Census,Census Place:Danby,Tompkins,New York,Page: 152-161;NARA Roll:M33_79;Image:445. 13 Historic Ithaca and the New York State Barn Coalition, "Barns of Tompkins County: Self-Guided Driving Tour,"2008. 9 NSF Danby Solar Array Construction Project Historic Resources Survey Report historical rural character, with active farm fields, ponds, and large residential lots with outbuildings and deep setbacks. See Figures 4 through 7 for historic mapping. Table 2 summarizes eligible and potentially-eligible historic resources within and adjacent to the Project area as they appear on historic mapping. Table 2: NRHP-Eligible and Potentially Eligible Properties on Historic Mapping Name/Address(U IP Distance from 1900 194 Project First Baptist Church/ Danby Town Hall 0.2 mi E Baptist Church + + + 1830 Danby Rd. 10902.000001 First Federated Church 1859 Danby Rd. 0.3 mi E Presbyterian Church Presbyterian Church + + 10902.000002 1866 Danby Rd. 0.2 mi E Maybe G.W. Hall + + + (10902.000011) Roe Barn Adjacent to 1820 Danby Rd. POI + 10902.000012 Judson House 94 Bald Hill Rd. 0.2 mi S J. Judson S.B. Judson + + 10902.000019 Jennings/Buckland Farm 20 Bald Hill Rd. 500 ft E + Mrs. Buckland + + 10902.000020 McPherson House 0.3 mi NE W. McPherson W. McPherson + + 1792 Danby Rd. Pierce House 0.3 mi NE Widow Pierce + + + 1815 Danby Rd. Charles Roper House 0.2 mi W C. Roper C. Roper + + 740 Comfort Rd. (+: Property is present on mapping,but unnamed. *Property is not present on mapping,but certainly existed by this date based on architectural style. Sources: Smith 1853; Stone& Stewart 1866;USGS 1900; USGS 1949; NYSHPO-CRIS 2021) 10 NSF Danby Solar Array Construction Project Historic Resources Survey Report ����r•~�' a� McPherson House ��r� ►� 1792 Danby Rd. A R �� �. • ,y■ �. �• ;'i■ Pierce House ■.I� 1815 Danbv Rd. t y � f� Baptist Church/ , �� Town Hall '14.V.� '��■ 10902.000001 �• 1 �'' 111, �/fxI Auff PROJECT BOUNDARY ., "'+ rst-„� o. v + y J IA C.Roper House 1 740 Comfort Rd. Judson House �►��/V���, 10902.000019 f Jennings/Buckland Federated Farm Church 10902.000020 10902.000002 1 • /] 1866 Danby Rd. ` -- •A rsll ��f� 10902.000011 Figure 4. Project Area in 1853 (Smith 1853) 11 NSF Danby Solar Array Construction Project Historic Resources Survey Report .7 J.ye,n rWin N .I .Trsrrt��,4 � Safi' +� McPherson House 1792 Danby Rd. goo s Pierce House 1815 Danbv Rd. ` Baptist Church/ ��r,h,�p r eye " ' Town Hall yr* 10902.000001 � PRO JIECT BOUNDAI WSr t C f r7 ti-d 7Pr,r, • f i•.•,V r'!.s .1.. rl • t- C.Roper House 42 Federated� f 740 Comfort Rd. Judson House Church 10902.000019 10902.000002 1 7• 1866 Danby Rd. Jennings/Buckland 10902.000011 Farm 10902.000020�C'Brac�Tc • — � -4 Figure 5. Project Area in 1866(Stone& Stewart 1866).Properties in the village of Danby are present,but not individually identified. 12 NSF Danby Solar Array Construction Project Historic Resources Survey Report N -t` Pierce House McPherson House 1815 Danbv Rd. ;. 1792 Danby Rd. Baptist Church/ Town Hall [ 10902.000001 { I i P JECT BOU A �f JenningsBuckland Farm C.Roper House 10902.000020 740 Comfort Rd. 1866 Danby Rd. ' r 10902.000011 Federated Church ` Judson House 10902.000002 10902.000019 Figure 6. Project Area in 1900(USGS 1900) 13 NSF Danby Solar Array Construction Project Historic Resources Survey Report y McPherson House 9 1792 Danby Rd. ~ y* Pierce House 1815 Danbv Rd. Roe Barn 10902.000012 + Baptist Church/ i Town Hall 10902.000001 L \ O _ _ • Danby P OJEC B DrARY • �° C Jennings/Buckland : , O Farm °er ► ` 10902.000020 C.Roper House f 4 740 Comfort Federated B A 0 Church p U1 • 1866 Danby Rd. 10902.000002 * 10902.000011 a' Judson House ` -� 10902.000019 on Figure 7. Project Area in 1949 (USGS 1949) 14 NSF Danby Solar Array Construction Project Historic Resources Survey Report 4.0 RESULTS AND RECOMMENDATIONS Preservation Studios performed a Phase I Historic Resources Survey for the proposed Norbut Solar Farms Danby Solar Array Construction Project,Town of Danby, Tompkins County,New York, on October 25, 2021. The Phase I reconnaissance survey involved a site visit, visual assessment, and photographic documentation of properties within the ZVI and included an evaluation of potential direct and indirect impacts to historic properties as a result of the proposed Project. Six previously-recorded and three newly-identified historic properties 50 years of age or older were documented within the ZVI. Two of the previously-recorded properties, Danby Town Hall (USN 10902.000001) and First Federated Church (USN 10902.000001), have been determined NRHP-eligible and Preservation Studios recommends that the other seven historic properties are eligible under Criteria B and/or C, as the residences of Danby's earliest founders and/or as good representative examples of nineteenth-century Adam, Greek Revival, Gothic Revival, and Italianate architectural styles. These nine properties were evaluated for potential impacts. Table 3 includes a summary of the properties and Preservation Studios' recommendations. Figure 8 depicts all the identified resources on a recent aerial. No direct impacts to historic properties are anticipated, however, the closest property to the Project, the Roe Barn (USN 10902.00012), is approximately fifty feet south of the Point of Interconnect(POI),where new power poles will be installed adjacent to existing utility lines. Due to the proximity of this historic resource, a minimum twenty-five- foot buffer delineated by orange safety fencing is recommended during construction to avoid unintentional direct impacts to the building. Indirect impacts are not anticipated for the other eight properties due to rolling topography and abundant stands of forest that will be maintained between the properties and the facility by the Project design. With the preservation of screening vegetation and the implementation of a construction buffer at 1820 Danby Road, Preservation Studios recommends a finding of no adverse effects on historic properties identified within the ZVI. Table 3: Summary of Historic Resources and Recommendations Date of Type Potential Impacts Recommendations Name (USN) Construction Assessment First Baptist Church/ Danby Town Hall 1826 Church/ No direct or indirect effects 1830 Danby Rd. Town Hall anticipated None (10902.000001) First Federated Church No direct or indirect effects 1813 Church None 1859 Danby Rd. anticipated (10902.000002) 1866 Danby Rd. No direct or indirect effects NRHP-eligible ible (10902.000011) ca. 1820 Residence anticipated g NRHP-eligible;Preservation Roe Barn Minimal viewshed changes Studios recommends a 25 ft 1820 Danby Rd. ca. 1870 Barn anticipated on the north side (10902.000012) due to installation of POI buffer of orange fencing during construction 15 NSF Danby Solar Array Construction Project Historic Resources Survey Report Date of Type Potential Impacts Recommendations ConstructionName USN) Judson House 94 Bald Hill Rd. No direct or indirect effects ca. 1820 Residence anticipated NRHP-eligible (10902.000019) JenningsBuckland Farm No direct or indirect effects 20 Bald Hill Rd. ca. 1850 Farmstead anticipated NRHP-eligible (10902.000020) McPherson House No direct or indirect effects 1792 Danby Rd. ca. 1850 Residence anticipated NRHP-eligible Pierce House No direct or indirect effects 1815 Danby Rd. ca. 1850 Residence anticipated NRHP-eligible C. Roper House No direct or indirect effects 740 Comfort Rd. ca. 1850 Residence anticipated NRHP-eligible 16 NSF Danby Solar Array Construction Project Historic Resources Survey Report N 1; McPherson House 1792 Danby Rd. Pierce House 1815 Danbv Rd. Roe Barn 10902.000012 Baptist Church/ Town Hall 10902.000001 JenningsBuckland Farm 10902.000020 C.Roper House 740 Comfort Rd. Federated Church ry r rr• Judson House 1866 Danby Rd. 10902.000002 10902.000019 10902.000011 Figure 8. Map of Historic Resources Within the ZVI 17 NSF Danby Solar Array Construction Project Historic Resources Survey Report 5.0REFE"NCES Burr,David H.Map of the County of Tompkins.New York: Surveyor General, 1829. Cortright, Tresa.Danby Historical Sketches. Ithaca: DeWitt Historical Society of Tompkins County, 1968. Grant, Joan.Destination:Danby. Ithaca: Municipal Historians of Tompkins County,2007. Historic Ithaca and the New York State Barn Coalition. 'Barns of Tompkins County: Self-Guided Driving Tour." Historic Ithaca, 2008. Peirce, H. B., and D. Hamilton Hurd. History of Tioga, Chemung, Tompkins, and Schuyler Counties, New York, with Illustrations and Biographical Sketches of Some of Its Prominent Men and Pioneers. Philadelphia:Everts and Ensign, 1879. Selkreg,John H.Landmarks of Tompkins County, New York. Syracuse: D. Mason&Co., 1894. Smith,Robert Pearsall.Map of Tompkins County,New York:From Actual Surveys.Philadelphia:Horace&Charles T. Smith, 1853. Stone& Stewart.New Topographical Atlas of Tompkins County, New York. Philadelphia: Stone& Stewart, 1866. United States Census Bureau. 1820 U.S. Census. Census Place: Danby, Tioga,New York. Page: 152-161;NARA Roll: M33 79. United States Census Bureau. 1850 U.S. Census, Census Place: Danby, Tompkins,New York. Page: 32-61;NARA Roll: 605. United States Census Bureau. 1870 U.S. Census, Census Place: Danby, Tompkins,New York. Page: 209A;NARA Roll: M593 1104. United States Geological Survey.Dryden,NYQuadrangle [map]. 1:62,500. 15 Minute Series. Washington D.C.: USGS, 1900. United States Geological Survey. Watkins Glen,NY Quadrangle [map]. 1:125,000. 30 Minute Series. Washington D.C.: USGS, 1905. United States Geological Survey. Willseyville, NY Quadrangle [map]. 1:24,000. 15 Minute Series. Washington D.C.: USGS, 1949. United States Geological Survey. West Danby, NY Quadrangle [map]. 1:24,000. 15 Minute Series. Washington D.C.: USGS, 1950. NSF Danby Solar Array Construction Project Historic Resources Survey Report ATTACHMENT A Photographic Record .L0 *1 a6i -ro�@IIB14'- lotll ' 1 �. I � Oki JI!'ROF - �- I ' 1 1 � . 1 • 1 • • 1 11 1 IIIII ' 1 . I ' 1 . 1 � 1 NSF Danby SolarResources /1 1y� r.. 4 f �..�,A..�s�.�rr..�_ _ - ..�i'r,,.ir"'r -A,�.��°�',�f!+^..` !i�z'` 1��,tiRc,►_,;.f'^ Yi�.�;ti=,��.. Photograph 3. Re1 i l l Danby Road 10902.000011). '�'R"i.Ra a•l. Photograph 4. Roe Barn (USN 10902.000012) at 1820 Danby Road. Facing northwest. -ems:.:� � �1`.►, u� � y42 y � T _ _ � d r ram' S t � :- II .�I II •I � �:.. NSF Danby Solar Array Construction Project Historic Resources Survey Report 94 lw• i Photograph 5. J1 1 1 1 I10902.000019) 9' Bald Hill Road. northwest. /:� ":'':� "�•.,.'-tea'„ f� Photograph 6. ' 1 1 : 1 I ' I IIII I I Bald Hill Road. 1 northwest.Facing Y = � 11� - e " 41r"t.l•., , Ja-h w� i � I ' I IIII I I �� $e a s tit - •,,��>� � '"'� � �: ♦ .IY -- {. [Hog 3 'r kh.~ - 77 -'+ 1 11 1 1 11 1 1 IWWI jr IWO ��`�,• � ��"' .�- i:1+°r/.a��t pp R �Z I'I'f `NJ L9 - � 1 Phase Environmental Site Assessment Location: Unaddressed parcel on Bald Hill Road Danby, New York 14883 Prepared for: Mr. David Cox Passero Associates 242 West Main Street Rochester, New York 14614 LaBella Project No.2211481 July 15,2021 0 LaBeLLa F3Powered by partnership_ 300 State Street I Rochester, New York 14614 p 585-454-6110 1 f 585-454-3066 Table of Contents 1.0 Executive Summary ........................................................................ 1 1.1 Report Findings ................................................................................. 1 1.2 Additional Findings ............................................................................. 1 1.3 Conclusions ..................................................................................... 1 1.4 Data Failures and Data Gaps.................................................................... 1 2.0 Introduction ............................................................................... 2 2.1 Purpose ......................................................................................... 2 2.2 Scope of Work ..................................................................................3 SiteDescription .. ................................................... 5 3.1 Site Location and Description ..................................................................5 3.2 Current Use of the Adjacent Properties ....................................................... 7 4.0 User Provided information . ................................................................7 4.1 Reason for Performing Phase I ESA ...........................................................8 5.0 Records Review............................................................................ 9 5.1 Regulatory Report Summary ...................................................................9 5.2 Additional Environmental Record Sources.................................................... 11 5.3 Historical Resources Reviewed ............................................................... 11 6.0 Site Reconnaissance...................................................................... 14 6.1 Interior and Exterior Observations ............................................................14 7.0 Interviews ................................................................................ 15 7.1 Site Representative .......................................................................... 15 7.2 Local Government Official .................................................................... 16 7.3 Tribal Records ................................................................................ 16 7.4 New York State Department of Environmental Conservation ............................... 16 7.5 Tompkins County Health Department ....................................................... 16 8.0 Assumptions,Limitations,Terms and Reliance ........................................... 16 8.1 Significant Assumptions ..................................................................... 16 8.2 Limitations and Exceptions of Assessment.................................................. 16 8.3 Special Terms and Conditions ................................................................. 17 8.4 User Reliance ................................................................................. 18 8.5 Subsurface Risks/Unanticipated Hazardous Materials ...................................... 18 9.0 Additional Services ....................................................................... 18 10.0 Signatures of Environmental Professionals............................................... 18 Privileged and Confidential Table of Appendices Figures Photographs Appendix 1 Regulatory Records Appendix 2 Historical information Appendix 3 Aerial Photographs Appendix 4 Site Reconnaissance Worksheet Appendix 5 Site Representative Interview Appendix 6 FOIL and Real Property Information Appendix 7 User Interview Appendix 8 Previous Reports Appendix 9 Additional Services Appendix 10 Reference of Published Sources Appendix 11 Qualifications Privileged and Confidential 0 LaBella Associates, D.P.C.(LaBella) has been contracted by Passero Associates to perform an All Appropriate Inquiry(AAI) Phase I Environmental Site Assessment(ESA) report for Unaddressed parcel on Bald Hill Road,Town of Danby,Tompkins County, New York,14883,(Tax ID:10.-1-21.122) hereinafter referred to as the"Site". The findings of this report are based upon a preliminary assessment of the condition of the Site within the Scope of Work and objective described below as of the date of our Site observations and documentation review. This assessment was prepared according to the American Society for Testing and Materials(ASTM)Standard Practice E1527-13 to satisfy the due diligence requirements set for Passero Associates. The information contained in this report is considered privileged and confidential and is intended solely for the use of Passero Associates,as it applies to the Site. L.0 EXECUTIVE SUMMARY 1.1 Report Findings Based on the results of this assessment,no apparent Recognized Environmental Conditions(RECs) have been identified in association with the Site at this time. 1.2 Additional Findings Based on the results of this assessment,no apparent Historical Recognized Environmental Conditions(HRECs),Controlled Recognized Environmental Conditions(CRECs),or de minimis conditions have been identified in association with the Site at this time. 1.3 Conclusions Based on the findings of this assessment,no further investigation appears warranted at this time. 1.4 Data Failures and Data Gaps 1.4.1 Data Failures ASTM E1527-13 defines a data failure as a failure to achieve the historical research objectives of AAI even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Specifically,the historical research objectives include identifying all obvious uses of the Site from the present,back to the Site's first developed use,or back to 1940,whichever is earlier. A data failure was not encountered within the Scope of Work of this assessment. Privileged and Confidential 1.4.2 Data Gaps ASTM E1527-13 defines a data gap as a lack of or an inability to obtain information required by this practice despite good faith efforts by the Environmental Professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice, including, but not limited to site reconnaissance,interviews,data failure,or lack of a User Questionnaire. Data gaps were not encountered within the Scope of Work of this assessment. 2.0 INTRODUCTION 2.1 Purpose This investigation was requested to identify,to the extent feasible, Recognized Environmental Conditions in connection with the Site,including the identification of conditions indicative of releases and threatened releases of hazardous substances on,or in the vicinity of,the Site. This AAI Phase I ESA report was conducted in general conformance with the Scope and Limitations of ASTM Standard Practice E1527-13. The performance of ASTM Standard Practice E1527-13 is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs(defined below)and the potential liability for contamination to be present in connection with the Site recognizing reasonable limits of time and cost. It is also intended to add protection from Comprehensive Environmental Response Compensation and Liability Act(CERCLA) liability for innocent landowner defense,bona fide prospective purchaser,contiguous property owners and grantors who meet certain statutory requirements. The objective of this AAI Phase I ESA was to determine the following,using our professional judgment,by means of the Scope of Work hereafter described. 1. A general description of the Site. 2. The current and historical use of the Site and adjacent properties. 3. Whether RECs exist or have the potential to exist at the Site. 4. Whether Site conditions suggest further evaluation based on the presence or probable presence of such RECs. S. Provide information which may assist Passero Associates in evaluating the fair market value of the Site. The term "Recognized Environmental Condition"is defined by ASTM as the presence or likely presence of any hazardous substances(as currently defined by the CERCLA including pollutants and contaminants)or petroleum products(excluded from the definition of hazardous substance and controlled substances;or the presence of petroleum products as defined by the Resource Conservation and Recovery Act,the Oil Pollution Act of 1990,and the Clean Water Act) in,on,or at a Privileged and Confidential 0 property due to release to the environment,under conditions indicative of a release to the environment,or under conditions that pose a material threat of a future release to the environment. The term "Historical Recognized Environmental Condition"is defined by ASTM as a past release of any hazardous substance or petroleum product that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority,without subjecting the property to any required controls. The term"Controlled Recognized Environmental Condition"is defined by ASTM as resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority,with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. The term "REC" is not intended to include"de minimis"conditions,which generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis conditions are not RECs or CRECs. The term"data gap"means lack or inability to obtain information required by the standards and practices as defined in ASTM Standard Practice E1527-13 despite good faith efforts by the Environmental Professional and Environmental Analyst. The term"Environmental Professional"is defined by ASTM as a person who possesses sufficient specific education,training,and experience necessary to exercise professional judgement to develop opinions and conclusions regarding conditions indicative of releases or threatened releases on,at,in, or to a property,sufficient to meet the objectives and performance factors defined in the ASTM Standard Practice E1527-13 and§312.20 of 40 CFR§312. 2.2 Scope of Work The major components of an AN Phase I ESA report in conformance with ASTM Standard Practice E1527-13 include a visual inspection of the Site and adjacent properties;interviews and review of documents from past and present owners,occupants,managers,representatives and neighbors to the extent necessary; interviews with tribal and local government agency representatives; review of tribal,local,and state records relative to the Site;and a review of tribal,local,state,and federal standard environmental record sources relative to the Site. The findings and conclusions presented in this report are based on information gathered and limitations set forth in this report. The Scope of Work performed in this assessment is limited to the areas described as follows: Privileged and Confidential 0 1. Interview with Russell Nitchman,Owner,to evaluate for potential environmental contamination to be present at the Site. Russell Nitchman has reportedly been associated with the Site for approximately ten years. 2. Interviews with and/or record reviews of each of the following to obtain information directly regarding environmental concerns at,or in the immediate vicinity of,the Site,which is available directly by file or through general knowledge of the individual being interviewed. Information sources include: a. United States Environmental Protection Agency(USEPA) b. New York State Department of Environmental Conservation (NYSDEC), Region 7 c. Tompkins County Health Department(TCHD) d. Tompkins County online resources e. Town of Danby municipal offices 3. Review of the following federal,state,and local environmental records and databases to aid in the identification of conditions at or related to the Site and properties adjacent to,or in the immediate vicinity of,the Site,including: a. USEPA National Priority List(NPL) -1.0 mile b. USEPA Delisted NPL-0.5 mile c. USEPA Superfund Enterprise Management System(SEMS)and SEMS Archived Sites- 0.5 mile d. USEPA Comprehensive Environmental Response,Compensation,and Liability Information System (CERCLIS)-0.5 mile e. USEPA CERCLIS No Further Remedial Action Planned (NFRAP)-0.5 mile f. USEPA Resource Conservation and Recovery Act(RCRA) Corrective Action Sites (CORRACTS) -1.0 mile g. USEPA RCRA non-CORRACTS Treatment,Storage,and Disposal Facility List(TSD) Facilities-0.5 mile h. USEPA RCRA Large Quantity Generator(LQG),Small Quantity Generator(SQG),and Very Small Quantity Generator(VSQG) Listings-Site and adjacent properties i. National Response Center(NRC) Emergency Response and Notification System Listing(ERNS)-Site only j. Federal,state,and local Institutional Controls/Engineering Controls and Land Use Restrictions-Site only k. NYSDEC Registry of Inactive Hazardous Waste Disposal Sites(SHWS) (state equivalent of NPL Sites) -1.0 mile I. NYSDEC Registry of Brownfield Cleanup Program(BROWNFIELDS),Voluntary Cleanup Program (VCP),and Environmental Restoration Program (ERP)Sites- 0.5 miles m. NYSDEC Hazardous Substance Waste Disposal Sites(HSWDS) (state equivalent of SEMS Sites)- 0.5 mile n. NYSDEC Solid Waste Facilities and Landfills(SWF/LF) -0.5 mile o. NYSDEC Inventory of Hazardous Substance Waste Disposal Sites-0.5 mile p. NYSDEC Listing of Spills and Leaking Storage Tanks(LST)-0.5 miles Privileged and Confidential 0 q. NYSDEC Listing of Registered Petroleum Bulk Storage Facilities(PBS),Chemical Bulk Storage Facilities(CBS),and Major Oil Storage Facilities(MOSF)-Site and adjacent properties r. United States Geological Survey(USGS)Topographic Quadrangle Map West Danby and Willseyville, New York s. United States Department of Agriculture(USDA)Tompkins County Soil Survey t. Aerial photographs of the area u. Historical topographic maps v. Local street directories 4. Site visit on June 29,2021 by Mr. Michael Delaney of LaBella to photograph the Site and to visually identify areas of concern as defined in the agreement. S. Completion of LaBella's AAI Phase I ESA Site Reconnaissance Report. 6. Completion of a User Questionnaire by Mr. David Cox,of Passero Associates. ,.0 SITE DESCRIPTION The Site consists of one tax parcel (10.4-21.122)totaling 111.58 acres located west of Bald Hill Road. The Site consists of undeveloped and wooded land,and small agricultural plots. The Site is located in a rural area;adjacent properties are utilized for commercial, residential,and undeveloped purposes. 3.1 Site Location and Description The parcel that comprises the Site is outlined in the table below. Property boundaries for the purpose of this assessment were obtained from the Tompkins County GIS website. A map depicting the tax parcel that comprises the Site is located in the Figures Appendix of this report. Property Summary Property Acreage(approximate): 111.58 Tax ID: 10.4-21.122 Present Ownership: Nitchman Russell H Property Use Code: 322-Residential Vacant Land Over Ten Acres Current Site Use: Undeveloped Land Public Thoroughfares and Access/Egress: Bald Hill Road to the east Exterior Areas: Vegetated land and wooded land Privileged and Confidential Site Vicinity Characteristics Surrounding Areas Rural Topography Slightly sloping to the east Nearest Water Body Unnamed tributary of Buttermilk Creek on the eastern portion of the Site Apparent Groundwater Flow East/northeast Soil Characteristics Bath and Valois soils-The Bath series consists of very deep,well drained soils formed in till.They are nearly level to steep soils on glaciated uplands.A fragipan is at a depth of 66 to 97 cm(26 to 38 in)below the soil surface. Slope ranges from 0 to 60 percent. The Valois series consists of very deep, well drained soils on nearly level to steep lateral moraines along lower valley sides.They formed in till dominated by sandstone,siltstone,or shale.Slope ranges from 0 to 60 percent. Erie channery silt loam-The Erie series consists of very deep,somewhat poorly drained soils formed in loamy till.They have a fragipan at depths of 25 to 53 cm(10 to 21 in)below the soil surface.These soils are of uniform slope, and are on footslopes and broad divides in uplands.Saturated hydraulic conductivity is moderately high above the fragipan,and moderately low in the fragipan and substratum.Slope ranges from 0 to 25 percent. Chippewa and Alden soils-The Chippewa series consists of very deep, poorly drained and very poorly drained soils formed in till deposits with dominantly sandstone,siltstone,and shale rock fragments.These soils are in upland depressions.A fragipan is at a depth of 20 to 51 cm(8 to 20 in)below the soil surface.Saturated hydraulic conductivity is moderately high or high in the mineral soil above the fragipan and moderately low or low in the fragipan and substratum.Slope ranges from 0 to 8 percent. The Alden series consists of very deep,very poorly drained soils in depressions and low areas on upland till Plains.They formed in a silty local depositional mantle overlying till.Slope ranges from 0 to 8 percent. Langford channery silt loam-The Langford series consists of very deep, moderately well drained soils formed in loamy till.These soils are in glaciated upland areas.They have a fragipan starting between 38 and 71 cm(15 and 28 inches)below the soil surface.Saturated hydraulic conductivity is moderately high above the fragipan and moderately low in the fragipan and substratum.Slope ranges from 0 to 50 percent. Red Hook gravelly silt loam-The Red Hook series consists of very deep, somewhat poorly drained soils formed in Wisconsinan age glaciofluvial deposits on outwash plains and terraces,stream terraces,and moraines. Saturated hydraulic conductivity is moderately high through high in the mineral solum and substratum.Slope ranges from 0 through 8 percent. Refer to Figure 1 for a copy of the Site Location Map. A copy of the soil map is included in the Environmental Risk Information Services(ERIS) Physical Setting Report(PSR) included in Appendix 6. Groundwater flow was determined based on interpretation of the USGS topographic map. Privileged and Confidential 3.2 Current Use of the Adjacent Properties Direction Occupant(address) North Rural vacant(Gunderman Road),and residential(1820 Danby Road) East Rural residential and recreational(22 Bald Hill Road),residential homes(52 and 54 Bald Hill Road),and residential vacant land(Bald Hill Road) South Residential homes(80 and 94 Bald Hill Road),rural residential and recreational(104 Bald Hill Road and 90 Lieb Road),David Raclin(56 Lieb Road) West Rural vacant(Comfort Road),residential home(747 Comfort Road) 4.0 USER PROVIDED INFORMATION In accordance with the ASTM E1527-13,a"User"is defined as the party seeking to complete an environmental site assessment of the property. If the user is aware of any specialized knowledge or experience that is material to RECs in connection with the Site, it is the user's responsibility to communicate any information based on such specialized knowledge or experience to the Environmental Professional. The User Questionnaire was completed by David Cox,of Passero Associates. A copy of the User Questionnaire is included in Appendix 7. ASTM Standard Practice E1527-13 User Questionnaire Questions Reported by User Land Title Records Are land title records available for review? The User is unaware if land title records are available for review. Environmental Liens or Activity Use Limitations Did a search of recorded land title records identify any The User did not report environmental liens currently environmental liens filed or recorded against the recorded against or relating to the property.In addition, property under federal,tribal,state or local law? the User did not report any activity or use limitations currently recorded against or relating to the property. Did a search of recorded land title records identify any The User is not aware of any AULs,such as engineering AULs,such as engineering controls,land use controls,land use restriction,or institutional controls restrictions or institutional controls that are in place at that are in place at the Site and/or have been filed or the property and/or have been filed or recorded recorded in a registry under federal,tribal,state,or against the property under federal,tribal,state or local local law. law? Privileged and Confidential ASTM Standard Practice E1527-13 User Questionnaire Questions Reported by User Specialized Knowledge Does the User of this ESA have any specialized The User does not have any specialized knowledge or knowledge or experience related to the property or experiences related to the property or nearby nearby properties? For example,is the User involved in properties. the same line of business as the current or former occupants of the property or an adjacent property so that the User would have specialized knowledge of the chemicals and processes used by this type of business? Commonly Known or Reasonably Ascertainable Information Is the User aware of commonly known or reasonably The User is aware that the Site was historically used for ascertainable information about the property that farming. would help identify conditions indicative of releases or threatened releases? Based on the User's knowledge and experience related Based on the User's knowledge and experiences to the property are there any obvious indicators that related to the Site,the User of this ESA is not aware of point to the presence or likely presence of releases at obvious indicators that point to the presence or likely the property? I presence of contamination at the Site. Valuation Reduction for Environmental Issues Does the purchase price being paid for the property The User did not report a below fair market value. reasonably reflect the fair market value of the property? If the User concluded that there is a difference,has the The User did not report a below fair market value. User considered whether the lower purchase price is because contamination is known or believed to be present at the property? 4.1 Reason for Performing Phase 1 ESA According to ASTM E1527-13,either the User shall make known to the Environmental Professional the reason why the User wants to have the Phase I ESA performed or,if the User does not identify the purpose of the Phase I ESA,the Environmental Professional shall assume the purpose is to qualify for the Landowner Liability Protections under the Brownfields Amendments. The User indicated that the Phase I ESA is being conducted as part of a potential purchase. Privileged and Confidential 5.0 RECORDS REVIEW 5.1 Regulatory Report Summary ERIS,an independent research firm,was contracted to perform an ASTM compliant regulatory records search. The ERIS report is included in Appendix 1. Below is summary of the positive responses to the regulatory database search. Regulatory Report Summary Search Target Within 0.12mi to 0.25mi to 0.50mi to Database Radius Property 0.12mi 0.25mi 0.50mi 1.00mi Total LST 0.5 0 0 2 2 4 NY SPILLS 0.5 0 1 2 4 7 SWF/LF 0.5 0 0 0 1 1 ,.1.1 ASTM Standard Regulatory Database Listings Surrounding Properties Summary Dist. Elev. (mi)/ diff. Database Site Name Address Dir. (ft) Comments NY SPILLS SURDELL 60 BALD HILL ROAD, 0.06/ -58.0 This listing does not appear to 0165105(closed) RESIDENCE DANBY,NY, ESE be an environmental concern based on distance and status. NY SPILLS 741 COMFORT 741 COMFORT RD, 0.18/ 163.0 This listing does not appear to 9310105(closed) RD.-DANBY DANBY,NY, W be an environmental concern based on distance. LST BENJAMIN ONE 1860 DANDY ROAD, 0.23/ -83.0 This listing does not appear to 9610827(inactive) STOP ITHACA,NY, E be an environmental concern based on distance. LST BENJAMIN'S 1860 DANBY ROAD, 0.23/ -83.0 This listing does not appear to 0065136(inactive) ONE STOP ITHACA,NY, E be an environmental concern based on distance. NY SPILLS BENJAMIN'S RT 96B&BALD HILL 0.24/ -86.0 This listing does not appear to 8911795(closed) ONE STOP RD,DANBY,NY, E be an environmental concern based on distance. Privileged and Confidential Dist. Elev. (mi)/ diff. Database Site Name Address Dir. (ft) Comments SWF/LF Tompkins Co 1830 Danby Road, 0.27/ -102. This listing does not appear to [55R14] Food Scrap Danby,NY,14850 E 0 be an environmental concern Drop Spot- based on distance. Danby Rd NY SPILLS NIKI ALLING @ 1894 DANBY ROAD, 0.27/ -58.0 This listing does not appear to 1511087(closed) 1894 DANBY DANBY,NY, E be an environmental concern ROAD based on distance. NY SPILLS ROADWAY MICHIGAN HOLLOW 0.30/ -59.0 This listing does not appear to 1406648(inactive) RD AND ROUTE 96B, E be an environmental concern DANBY,NY, based on distance. LST DANBY 1774 DANBY RD, 0.37/ -130. This listing does not appear to 9904500(inactive) MARKET ITHACA,NY, ENE 0 be an environmental concern based on distance. LST DANBY 54 GUNDERMAN RD, 0.37/ -88.0 This listing does not appear to 9708923(inactive) FACILITY DANBY,NY, NNE be an environmental concern based on distance. NY SPILLS ABC CLEANING 1754 DANBY RD, 0.39/ -43.0 This listing does not appear to 9004948(closed) DANBY,NY, ESE be an environmental concern based on distance. NY SPILLS ROADSIDE GUNDERMAN/ 0.45/ 89.0 This listing does not appear to 0712232(inactive) DITCH COMFORT,DANBY,NY, WN be an environmental concern W based on distance. Site Listings No regulatory listings were identified in association with the Site. 5.1.3 Adjacent Property Listings No regulatory listings were identified in association with adjacent properties. 5.1.4 Unplottable Listings A total of 11 unmapped facilities from various databases,of which nine were attributed to closed and inactive spills are potentially located within a 0.5-mile radius of the Site. These listings are considered"unmapped"as such have an incomplete or inaccurate address;therefore,the specific location of the listings could not be determined. Based on the limited address information available for the listings,they do not appear to be located on the Site or adjacent properties. Privileged and Confidential 5.1.5 Assessment of the Potential for Soil Vapor Intrusion Vapor intrusion is the entry of volatile organic compounds(VOCs)to indoor air from underlying contamination in soil and groundwater. Based on the results of this assessment, no information was obtained suggesting the presence of a soil vapor intrusion concern at the Site at this time. It should be noted that LaBella's scope of work does not include an ASTM E2600 Vapor Encroachment Screening. 5.2 Additional Environmental Record Sources 5.2.1 Review of Previous Environmental Reports No previous Phase I ESA,Transaction Screen report,or other previous environmental reports were obtained or were reasonably ascertainable for review. 5.2.2 Other Records No other records were obtained or were reasonably ascertainable for review. 5.3 Historical Resources Reviewed LaBella attempted to review reasonably ascertainable and readily available standard sources of historical information as defined by the ASTM Standard Practice E1527-13 in order to identify all obvious uses of the Site back to the first developed use or 1940,whichever is earlier(i.e.,the historical research objective according to ASTM). Uses of the properties adjacent to the Site are identified in this report only to the extent that this information is revealed in the course of researching the Site itself and were determined at the discretion of the Environmental Analyst. As such, LaBella reviewed only as many of these sources as necessary to achieve the historical research objective. It should be noted that the lack of availability of reasonably ascertainable and readily available standard ASTM required sources have the potential to affect the findings of this assessment and can impact the ability of the Environmental Professional or Analyst to identify RECs and may result in a data failure(defined in Section 1.4.1 of this report). A data failure may represent a significant data gap. Data failures and data gaps are identified,defined,and evaluated for their significance in Section 1.4 of this report. Standard historical sources LaBella attempted to review are outlined in the table below. Privileged and Confidential 0 Historical Source Years Reviewed Source/Comments Fire Insurance Maps Not consulted Not available for review Aerial Photographs 1938,1944,1954,1957,1960,1965, ERIS 1968,1974,1980,1991,1995,2002, 2006,2008,2009,2011,2013,2015, 2017,and 2019 City Directories 1925,1930,1935,1940,1946,1951, ERIS 1956,1960,1998,2002,2006,2010, 2014,and 2018 Municipal Records Not applicable Tompkins County GIS website Topographic Maps 1895,1900,1906,and 1949 USGS online resources Recorded Land Title Not applicable Not available for review Records 5.3.1 Sanborn Fire Insurance Maps Sanborn Fire Insurance maps do not appear to provide coverage to the Site and surrounding properties. As such,Sanborn Fire Insurance maps were not reviewed as part of this Phase I ESA. A copy of the"No Coverage"letter obtained from ERIS is included in Appendix 2. 5.3.2 Aerial Photography The table below outlines observations of the Site obtained from the review of aerial photographs. Copies of aerial photographs are included in Appendix 3. Date Observation 1938,1944,1954,and 1957 The Site consisted of wooded and agricultural land. 1960 The north portion of the Site consisted of agricultural land.The south portion of the Site was not depicted on this image. 1965,1968,1974,1980,1991,1995,2002,2006, The Site consisted of wooded and agricultural land. 2008,2009,2011,2013,2015,2017,and 2019 According to aerial photographs,the adjacent properties were historically utilized for residential, agricultural,and undeveloped purposes. 5.3.3 Local City Directories The Site is not listed in the available ERIS street directories. Review of the street directories indicated that properties surrounding the Site were historically utilized for commercial purposes. Copies of street directories are included in Appendix 2. Privileged and Confidential 5.3.4 Municipal Records LaBella obtained limited municipal records from the Town of Danby and the Tompkins County GIS website. The following information was obtained from these records. • The Site,Tax ID#10.4-21.122,measures 111.58 acres and is undeveloped. • The current owner of the Site is listed as Nitchman Russell H. • Former owners are listed as a private individual. In addition,limited assessment information was obtained from the Landmax Data Systems, Inc. website. This information is outlined in Sections 3.1. Copies of records obtained from the Town of Danby are included in Appendix 6. 5.3.5 Historical Topographic Maps The table below outlines observations of the Site and adjacent properties obtained from the review of available historical topographic maps. Copies of historical topographic maps are included in Appendix 2. Date Observation 1895 The western portion of the Site was undeveloped. The eastern and central portions of the Site were not depicted on the map. The western adjacent properties were undeveloped. The northern,eastern,and southern adjacent properties were not depicted on the map. 1900,1906,and 1949 The Site was undeveloped. A small portion of the western portion of the Site was not depicted on the map. The northern,eastern,and southern adjacent properties were undeveloped. The western adjacent properties were not depicted on the map. 5.3.6 Recorded Land Title Records According to the ASTM Standard Practice E1527-13,"the user should either engage a title company or title professional to undertake a review of reasonably ascertainable land title records and lien records for environmental liens or activity and use limitations currently recorded against or relating to the property or to negotiate such an engagement of a title company or title professional as an addition to the Scope of Work to be performed by the Environmental Professional." Title records were not provided to LaBella for review. As such,title records were not reviewed as part of this Phase I ESA report. Privileged and Confidential 5.3.7 Summary of Historical Use Based on the historical records reviewed, • In at least 1895,the western portion of the Site was undeveloped. The eastern portion of the Site was not depicted on the map. • Between at least 1900 and 1906,the Site was undeveloped. A small portion of the western portion of the Site was not depicted on the map. • Between at least 1938 and the present day,the Site consisted of wooded and agricultural land. Based on the historical records reviewed,it appears the adjacent properties were historically utilized for commercial,residential,agricultural,and undeveloped purposes. j.0 SITE RECONNAISSANCE Conducted by:Michael Delaney,Environmental Analyst Date of site visit:June 29,2021 Representative photographs from the site visit are included in the Photographs Appendix. In addition,observations discussed in this Section are outlined on Figure 3. Copies of the field notes taken during the site visit are included in Appendix 4. At the time of the site visit,a representative portion of the Site was visually inspected. In addition, visual observations were limited at the time of the site visit due to size and vegetative growth. Additional site visit limitations are discussed in Section 8.2 below. 6.1 Interior and Exterior Observations Observation Noted Site Historical Use No No apparent indicators(i.e.,signs,equipment,etc.)were observed at the Site at the time of the site visit that would indicate historical uses of the Site. Hazardous No No apparent hazardous substances or petroleum products were observed at Substances and the Site at the time of the site visit. Petroleum Products Storage Tanks No No apparent indications of aboveground or underground storage tanks(i.e.fill ports,vent pipes,access ways)were observed at the Site at the time of the site visit. Odors No No apparent strong,pungent,or noxious odors were observed at the Site at the time of the site visit. Privileged and Confidential 0 Observation Noted Site Pools of Liquid No No apparent pools,sumps,or standing water containing liquids likely to be hazardous substances or petroleum products were observed at the Site at the time of the site visit. Unidentified No No apparent unidentified substance containers were observed at the Site at Substance the time of the site visit. Containers Heating and Cooling No The Site is not developed. Stains and Corrosion No No apparent staining was observed at the Site at the time of the site visit. Drains and Sumps No No apparent drains or sumps were observed at the Site at the time of the site visit. Polychlorinated Yes A pole-mounted transformer was observed on the eastern portion of the Site. Bi-phenyls The pole-mounted transformer did not appear to be leaking at the time of the (PCBs)-Containing site visit. Equipment Pits,Ponds,or No No apparent pits,ponds,or lagoons were observed at the Site at the time of Lagoons the site visit. Stained Soil or No No apparent stained soils or pavement were observed at the Site at the time Pavement of the site visit. Stressed Vegetation No No apparent stressed vegetation was observed at the time of the site visit. Solid Waste No No apparent solid waste disposal areas were observed at the Site at the time of the site visit. Wastewater No Non-sanitary wastewater does not appear to be generated or discharged at the Site. Wells No No apparent wells were observed on the exterior of the Site at the time of the site visit or reported to be located on the Site. Septic Systems No No apparent indications of on-Site septic systems or cesspools were observed on the Site at the time of the site visit. .0 INTERVIEWS 7.1 Site Representative Russell Nitchman,Owner,was interviewed as part of this assessment. According to information obtained through the interview,the Site is utilized for whitetail deer hunting with some farm food plots for wildlife. The Site does not include public utilities. The Owner reported that title records are available for review; however,copies of the records have not been obtained as of the date of this report. The notes from the interview are included in Appendix S. Privileged and Confidential 7.2 Local Government Official A FOIL request was submitted to the Town of Danby Clerk,Janice Adelman on April 8, 2021 requesting copies of building department,assessment,and fire marshal records on file for the Site. Records were received from the Town of Danby on May 6,2021 noted the Town of Danby had received Labella's FOIL request. Copies of the FOIL request and the records obtained from the Town of Danby are included in Appendix 6. 7.3 Tribal Records There do not appear to be any Native American Sovereign Territories on or within one mile of the Site. In accordance with ASTM Standard Practice E1527-13,tribal records will only be reviewed if the subject Site falls on or within one mile of Native American Sovereign Territory.Therefore,tribal government representatives were not contacted as part of this AAI Phase I ESA report. 7.4 New York State Department of Environmental Conservation A FOIL request was submitted to the NYSDEC on April 8,2021. A response was received from the NYSDEC on April 19,2021. According to the NYSDEC,after a diligent search,no records could be located for the names and addresses provided. A copy of the FOIL request and response is included in Appendix 6. 7.5 Tompkins County Health Department A FOIL request was submitted to the TCHD on April 8,2021. A response was received from the TCHD on May 4,2021. According to the TCHD,no records could be located for the names and addresses provided. A copy of the FOIL request and response is included in Appendix 6. 8.0 ASSUMPTIONS, LIMITATIONS,TERMS AND RELIANCE 8.1 Significant Assumptions No significant assumptions were made within the scope of this assessment. 8.2 Limitations and Exceptions of Assessment ASTM Standard Practice E1527-13 expressly recognized the fact that no ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a property. LaBella's work is intended to reduce,but not eliminate,uncertainty regarding the potential for RECs in connection with the Site, and its Scope of Work reflects recognition of the reasonable limits of time and cost. The actual presence of radon,lead-based paint,contaminants in drinking water[e.g.,lead,VOCs, 11perfluorinated"compounds(PFCs),etc.], mold-related issues,electromagnetic frequencies, Privileged and Confidential 0 asbestos-containing building materials,polychlorinated biphenyl (PCB)caulk,soil vapor intrusion (SVI),wetlands,cultural and historic resources,ecological resources,and endangered species are not included in the Scope of Work of this assessment. Additionally,regulatory compliance,industrial hygiene, health and safety, indoor air quality,and drinking water quality are not included in the Scope of Work of this assessment. Should Passero Associates want these services, LaBella can complete them; however,they are not included in the Scope of Work of the Phase I ESA. In addition, NYSDEC Part 360 Regulations indicate that fill material is defined as"soil and similar material excavated for the purpose of construction or maintenance". The user should be aware that this Phase I ESA has not assessed the Site for fill materials. Any fill material generated as part of a construction project is subject to NYSDEC Part 360 Regulations,which could include chemical testing. It is further noted that due to post 9/11 terrorist-related concerns,the NYSDEC has limited the availability of PBS,CBS,and MOSF details,and detailed spill information to the public. However, LaBella does have access to the addresses of current PBS,CBS,and MOSF locations accessed from the database from the NYSDEC website. In addition,this information can usually be acquired by a FOIL to the regulating agency to attempt to obtain this relevant and reasonably ascertainable environmental information for AAI Phase I ESA reports. If this information is not obtainable,then it will be discussed as a data gap in Section 1.4.2. The site visit was limited to visual observations of accessible areas only. No attempt was made to observe conditions in spaces not generally accessible,including but not limited to: 1. Crawlspaces 2. Attics and roofs 3. Pipe chases or plenums 4. Spaces concealed by walls,floors,or ceilings S. Materials concealed by paneling,carpeting,or wallpaper The site visit was also limited to visual observations within the perimeter of the Site and other accessible areas only. Visual observations were limited at the time of the site visit due to size and vegetative growth. At the time of the site visit,a representative portion of the Site was visually inspected. Areas of the Site that were inaccessible were left to the judgment and discretion of the Environmental Analyst conducting the site visit. 8.3 Special Terms and Conditions Passero Associates and LaBella have agreed that the Scope of Work described in Section 2.2,and the Limitations and Exceptions described in Section 8.2 above,are acceptable to you and that to the fullest extent permitted by law, LaBella shall not be liable to you for limiting its investigation to the Scope of Work described. Based on the engagement and Scope of Work agreed upon,our evaluation of the Site is as presented herein. Privileged and Confidential 8.4 User Reliance Passero Associates may rely upon the findings of this report and should be aware of the agreed upon Scope of Work and the limitations associated with this Scope of Work. 8.5 Subsurface Risks/Unanticipated Hazardous Materials The work for this report has been performed in accordance with generally accepted environmental engineering practices for the applicable region. The conclusion and recommendations of this report are based upon the opinion and judgment of an Environmental Professional (EP),and are dependent upon LaBella's knowledge,information supplied by the present owner and managers of the Site,and data and information solicited from governmental agencies. LaBella makes no other warranty or representation,either expressed or implied, nor is one intended to be included as part of its services, proposals,contracts,or reports. In addition, LaBella cannot provide guarantees,certifications,or warranties that the property is or is not free of environmental impairment without a subsurface investigation involving drilling,vapor analysis,laboratory soil analysis,groundwater monitoring well installation,and laboratory groundwater analysis. Even with such a program,the data and samples from any given soil boring or monitoring well will indicate conditions that apply only at that particular location,and such conditions may not necessarily apply to the general Site as a whole. ADDITIONAL SERVICES No additional services were provided or agreed upon as part of this assessment. 10.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONAL.' We declare that,to our knowledge and belief,we meet the definition of Environmental Professional as defined in ASTM Standard Practice E1527-13 and§312.20 of 40 CFR§312. We have the specific qualifications based on education,training,and experience to assess a property of the nature,history, and setting at the subject property. We have developed and performed the Scope of Work for this assessment in conformance with the standards,practices,and limitations set forth in ASTM Standard Practice E1527-13. Privileged and Confidential zx� Rhiannon Leonhardt Phase I Technical Manager Michael Delaney Environmental Professional Environmental Analyst Privileged and Confidential LaBeLLa I'uvvC:Ied by partnership. Figures Privileged and Confidential dF is Approximate Site Area * $ ■ 1} * ital { i + r •� b n t • Paced s FW.1 wrA A 00 ft Leaf et Powered by Esri f USGS,Nafuanal Geographic Society, i-cubed M Figure 1 Site Location Map � 0, LaBll Unaddressed parcel on Bald Hill Road Danby.. New York 14883 Project No- 2211481 NOT TO SCALE r�� k Dobson Rd Ln 7 white Hawk 4p X a 1 Approximate Site Area {Tax ID; 10--1-21.1 ) -- Town of D:?nby f� Lien R%Ii t . - s Jennings Pond iE '-'1313 fl — Leaflet I Powered by Esri J County of Tompkins,Esri,HERE,tannin, INCREMENT P,1, UB 3S Figure 2 Site Property Tax Map � LBll Unaddressed parcel on Bald Hill Road Danby New York 14883 Project No- 2211481 NOT TO SCALE r _ I Ae AF 4 k 491 r # . -f a ++ }fix �. {} _ 1' Y' i+` F s. •�`s�� , ',t 3 l rr _ Y - F M k t 700 m 500 ft �a rf,e, Pamered by Esri New York Skate, Maxar Figure 3 Site Sketch AL � LaBII Unaddressed parcel on Bald Hill Road Danby New York 14883 Project No- 2211481 NOT TO SCALE LaBeLLa I'uvvc:Ied by partnership. Photographs Privileged and Confidential �w �pv �F _d r R Representative view of eastern portion of Site .. � q.Waf ✓mod ��N.� � }� ' Representative tree stand utilized for hunting }t'I,r�np'tb'�.� � z '"may S�}�.�, �; � '�,� � ' •y�J� ..,_��. .. iC ti L� 1 li I v� ° hSSrP A Eastern adjacent property Southern adjacent property s. Southern adjacent property Western adjacent property Unaddressed parcel on Bald Hill Road LaBella Danby, New York 14883 Powered by partnership. LaBeLLa I'uvvC:Ied by partnership. Appendix 1 Regulatory Records Privileged and Confidential NW--.m E=' R I DATABASE REPORT Project Property: 2211481 Bald Hill Road Ithaca NY 14850 Project No: Report Type: Database Report Order No: 21040800589 Requested by: LaBella Associates Date Completed: April 9, 2021 Environmental Risk Information Services A division of Glacier Media Inc. 1.866.517.5204 info@erisinfo.com erisinfo.com Table of Contents Tableof Contents...........................................................................................2 ExecutiveSummary........................................................................................3 Executive Summary: Report Summary.......................................................................................................................4 Executive Summary: Site Report Summary - Project Property...................................................................................8 Executive Summary: Site Report Summary- Surrounding Properties........................................................................9 Executive Summary: Summary by Data Source.......................................................................................................11 Map...............................................................................................................14 Aerial.............................................................................................................17 TopographicMap..........................................................................................18 DetailReport.................................................................................................19 UnplottableSummary...................................................................................39 UnplottableReport........................................................................................40 Appendix: Database Descriptions.................................................................49 Definitions.....................................................................................................61 Notice: IMPORTANT LIMITATIONS and YOUR LIABILITY Reliance on information in Report:This report DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as database review of environmental records. License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier. The information in Report(s)may not be modified or re-sold. Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use,including damages caused to third parties,and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service. No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. ("ERIS") using various sources of information, including information provided by Federal and State government departments.The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice.Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors,omissions,or inaccuracies in such information and data,whether attributable to inadvertence, negligence or otherwise,and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report. 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Copyright in data used in the Service or Report(s) (the"Data") is owned by ERIS or its licensors.The Service, Report(s)and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of ERIS. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Executive Summary Property Information: Project Property: 2211481 Bald Hill Road Ithaca NY 14850 Project No: Coordinates: Latitude: 42,35197464 Longitude: -76.4942487 UTM Northing: 4,689,938.00 UTM Easting: 376,932.86 UTM Zone: UTM Zone 18T Elevation: 1,321 FT Order Information: Order No: 21040800589 Date Requested: April 8, 2021 Requested by: LaBella Associates Report Type: Database Report Historicals/Products: Aerial Photographs Historical Aerials Photographs City Directory Search CD-2 Street Search ERIS Xplorer ERIS Xplorer Excel Add-On Excel Add-On Fire Insurance Maps US Fire Insurance Maps Physical Setting Report(PSR) Physical Setting Report(PSR) erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Executive Summary: Report Summary Database Searched Search Project Within 0.125mi 0.25mi to 0.50mi to Total Radius Property 0.12mi to 0.25mi 0.501ni 1.001ni Standard Environmental Records Federal DOE FUSRAP Y 1 0 0 0 0 0 0 NPL Y 1 0 0 0 0 0 0 PROPOSED NPL Y 1 0 0 0 0 0 0 DELETED NPL Y 0.5 0 0 0 0 - 0 SEMS Y 0.5 0 0 0 0 0 ODI Y 0.5 0 0 0 0 0 SEMS ARCHIVE Y 0.5 0 0 0 0 0 CERCLIS Y 0.5 0 0 0 0 0 IODI Y 0.5 0 0 0 0 0 CERCLIS NFRAP Y 0.5 0 0 0 0 0 CERCLIS LIENS Y PO 0 - - - - 0 RCRA CORRACTS Y 1 0 0 0 0 0 0 RCRA TSD Y 0.5 0 0 0 0 - 0 RCRA LQG Y 0.25 0 0 0 - 0 RCRA SQG Y 0.25 0 0 0 0 RCRA VSQG Y 0.25 0 0 0 0 RCRA NON GEN Y 0.25 0 0 1 - 1 FED ENG Y 0.5 0 0 0 0 0 FED INST Y 0.5 0 0 0 0 0 LUCIS Y 0.5 0 0 0 0 0 ERNS 1982 TO 1986 Y PO 0 - - - 0 ERNS 1987 TO 1989 Y PO 0 0 ERNS Y PO 0 - - - 0 FED BROWNFIELDS Y 0.5 0 0 0 0 0 FEMA UST Y 0.25 0 0 0 - 0 FRP Y 0.25 0 0 0 0 HIST GAS STATIONS Y 0.25 0 0 0 0 erisinfo.com Environmental Risk Information Services Order No: 21040800589 Database Searched Search Project Within 0.125mi 0.25mi to 0.50mi to Total Radius Property 0.12mi to 0.25mi 0.50mi 1.001ni REFN Y 0.25 0 0 0 0 BULK TERMINAL Y 0.25 0 0 0 0 SEMS LIEN y PO 0 - - - - 0 SUPERFUND ROD v 1 0 0 0 0 0 0 State SHWS y 1 0 0 0 0 0 0 DSHW Y 1 0 0 0 0 0 0 VAPOR Y 1 0 0 0 0 0 0 SWF/LF Y 0.5 0 0 0 1 - 1 LANDFILL INACTIVE y 0.5 0 0 0 0 - 0 HSWDS Y 1 0 0 0 0 0 0 LST Y 0.5 0 0 2 2 - 4 DELISTED COUNTY Y 0.25 0 0 0 - 0 DELISTED LST y 0.5 0 0 0 0 0 UST y 0.25 0 0 1 - 1 AST Y 0.25 0 0 0 0 DELISTED TANKS Y 0.25 0 0 0 0 TANKS y 0.25 0 0 0 0 CBS y 0.25 0 0 0 - 0 MOSF Y 0.5 0 0 0 0 0 ENG Y 0.5 0 0 0 0 0 INST Y 0.5 0 0 0 0 0 VCP y 0.5 0 0 0 0 0 ERP y 0.5 0 0 0 0 0 BROWNFIELDS Y 0.5 0 0 0 0 0 Tribal INDIAN LUST Y 0.5 0 0 0 0 0 INDIAN UST Y 0.25 0 0 0 - 0 DELISTED ILST Y 0.5 0 0 0 0 0 DELISTED IUST Y 0.25 0 0 0 - 0 County No County databases were selected to be included in the search. Additional Environmental Records Federal erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Database Searched Search Project Within 0.125mi 0.25mi to 0.50mi to Total Radius Property 0.12mi to 0.25mi 0.50mi 1.001ni PFAS NPL Y 0.5 0 0 0 0 0 FINDS/FRS Y PO 0 - - - 0 TRIS Y PO 0 - - - 0 PFAS TRI y 0.5 0 0 0 0 0 PFAS WATER Y 0.5 0 0 0 0 0 HMIRS y 0.125 0 0 - - 0 NCDL Y 0.125 0 0 0 TSCA Y 0.125 0 0 0 HIST TSCA y 0.125 0 0 0 FTTS ADMIN v PO 0 - 0 FTTS INSP Y PO 0 0 PRP Y PO 0 - - - 0 SCRD DRYCLEANER Y 0.5 0 0 0 0 0 ICIS y PO 0 - - - 0 FED DRYCLEANERS v 0.25 0 0 0 0 DELISTED FED DRY Y 0.25 0 0 0 - - 0 FUDS Y 1 0 0 0 0 0 0 FORMER NIKE Y 1 0 0 0 0 0 0 PIPELINE INCIDENT Y PO 0 - - - - 0 MILTS Y PO 0 0 HIST MLTS Y PO 0 0 MINES Y 0.25 0 0 0 - - 0 SMCRA Y 1 0 0 0 0 0 0 MRDS y 1 0 0 0 0 0 0 URANIUM Y 1 0 0 0 0 0 0 ALT FUELS Y 0.25 0 0 0 - - 0 SSTS Y 0.25 0 0 0 - 0 PCB Y 0.5 0 0 0 0 - 0 State MGP Y 1 0 0 0 0 0 0 NY SPILLS Y 0.5 0 1 2 4 - 7 PFAS CONTAM v 0.5 0 0 0 0 0 PFAS Y 0.5 0 0 0 1 1 PFAS LANDFILL Y 0.5 0 0 0 0 0 DRYCLEANERS Y 0.25 0 0 0 - 0 erisinfo.com Environmental Risk Information Services Order No: 21040800589 Database Searched Search Project Within 0.125mi 0.25mi to 0.50mi to Total Radius Property 0.12mi to 0.25mi 0.50mi 1.001ni DELISTED DRYCLEANERS Y 0.25 0 0 0 0 NY MANIFEST Y 0.125 0 0 - 0 REC MANIFEST Y 0.25 0 0 0 0 GEN MANIFEST Y 0.125 0 0 - 0 E DESIGNATION Y 0.125 0 0 0 TIER 2 y 0.125 0 0 - 0 PROJECTS Y 0.25 0 0 0 0 Tribal No Tribal additional environmental record sources available for this State. County No County additional environmental record sources available for this State. Total: 0 1 6 8 0 15 PO-Property Only —Property and adjoining properties'database search radii are set at 0.25 miles. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Executive Summary: Site Report Summary - Project Property Map DB Company/Site Name Address Direction Distance Elev Diff Page Key (mi/ft) (ft) Number No records found in the selected databases for the project property. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Executive Summary: Site Report Summary - Surrounding Properties Map DB Company/Site Name Address Direction Distance Elev Diff Page Key (mi/ft) (ft) Number 1 NY SURDELL RESIDENCE 60 BALD HILL ROAD ESE 0.06/ -58 19 SPILLS DANBY NY 323.27 Spill No I Close Date:0165105 1 2002-02-01 00:00:00 2 NY 741 COMFORT RD.- 741 COMFORT RD W 0.18/ 163 20 SPILLS DANBY DANBY NY 935.59 Spill No I Close Date:9310105 1 1995-02-02 00:00:00 3 RCRA SERVICE STATION 1860 DANBY RD E 0.23/ -83 20 NON GEN ITHACA NY 14850-9419 1,238.12 EPA Handler ID:NYD000703868 3 UST BENJAMIN'S ONE STOP, 1860 DANBY RD. E 0.23/ -83 22 INC. ITHACA NY 14850 1,238.12 Site ID I Site Status:45667 1 Unregulated/Closed 3 LST BENJAMIN ONE STOP 1860 DANDY ROAD E 0.23/ -83 30 ITHACA NY 1,238.12 Spill No I Close Date:9610827 1 1996-12-05 00:00:00 3 LST BENJAMIN'S ONE STOP 1860 DANBY ROAD E 0.23/ -83 31 ITHACA NY 1,238.12 Spill No I Close Date:0065136 1 2007-07-10 00:00:00 4 NY BENJAMIN'S ONE STOP RT 96B&BALD HILL RD E 0.24/ -86 32 SPILLS DANBY NY 1,264.53 Spill No I Close Date:8911795 1 1990-06-20 00:00:00 5 SWF/LF Tompkins Co Food Scrap 1830 Danby Road E 0.27/ -102 33 Drop Spot-Danby Rd Danby NY 14850 1,402.30 6 NY NIKI ALLING @ 1894 1894 DANBY ROAD E 0.27/ -58 33 SPILLS DANBY ROAD DANBY NY 1,431.89 Spill No I Close Date:1511087 1 2016-08-17 00:00:00 7 NY ROADWAY MICHIGAN HOLLOW RD AND E 0.30/ -59 34 SPILLS ROUTE 96B 1,605.54 DANBY NY Spill No I Close Date:1406648 1 2014-09-23 00:00:00 8 PFAS Danby Fire Co 1780 Danby Rd ENE 0.32/ -126 35 Ithaca NY 1,701.21 9 LST DANBY MARKET 1774 DANBY RD ENE 0.37/ -130 35 ITHACA NY 1,930.75 Spill No I Close Date:9904500 1 1999-10-13 00:00:00 erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map DB Company/Site Name Address Direction Distance Elev Diff Page Key (mi/ft) (ft) Number 10 LST DANBY FACILITY 54 GUNDERMAN RD NNE 0.37/ -88 36 DANBY NY 1,977.70 Spill No I Close Date:9708923 1 2004-05-05 00:00:00 11 NY ABC CLEANING 1754 DANBY RD ESE 0.39/ -43 36 SPILLS DANBY NY 2,046.85 Spill No I Close Date:9004948 1 1995-06-06 00:00:00 12 NY ROADSIDE DITCH GUNDERMAN/COMFORT WNW 0.45/ 89 37 SPILLS DANBY NY 2,356.77 Spill No I Close Date:0712232 1 2008-03-07 00:00:00 erisinfo.com Environmental Risk Information Services Order No: 21040800589 Executive Summary: Summary by Data Source Standard Federal RCRA NON GEN - RCRA Non-Generators A search of the RCRA NON GEN database, dated Jan 22, 2021 has found that there are 1 RCRA NON GEN site(s)within approximately 0.25 miles of the project property. Lower Elevation Address Direction Distance(mi/ft) Map Key SERVICE STATION 1860 DANBY RD E 0.23/1,238.12 3 ITHACA NY 14850-9419 EPA Handler ID:NYD000703868 State SWF/LF -Solid Waste Facilities and Landfills A search of the SWF/LF database, dated Dec 31, 2020 has found that there are 1 SWF/LF site(s)within approximately 0.50 miles of the project property. Lower Elevation Address Direction Distance(mi/ft) Map Key Tompkins Co Food Scrap Drop 1830 Danby Road E 0.27/1,402.30 5 Spot-Danby Rd Danby NY 14850 LST -Leaking Storage Tanks A search of the LST database, dated Mar 9, 2021 has found that there are 4 LST site(s)within approximately 0.50 miles of the project property. Lower Elevation Address Direction Distance(mi/ft) Map Key BENJAMIN ONE STOP 1860 DANDY ROAD E 0.23/1,238.12 3 ITHACA NY Spill No I Close Date:9610827 1 1996-12-05 00:00:00 BENJAMIN'S ONE STOP 1860 DANBY ROAD E 0.23/1,238.12 3 ITHACA NY Spill No I Close Date:0065136 1 2007-07-10 00:00:00 DANBY MARKET 1774 DANBY RD ENE 0.37/1,930.75 9 ITHACA NY Spill No I Close Date:99045001 1999-10-13 00:00:00 DANBY FACILITY 54 GUNDERMAN RD NNE 0.37/1,977.70 10 DANBY NY Spill No I Close Date:9708923 1 2004-05-05 00:00:00 UST- Underground Storage Tanks- UST-Petroleum Bulk Storage (PBS) erisinfo.com I Environmental Risk Information Services Order No: 21040800589 A search of the UST database, dated Mar 9, 2021 has found that there are 1 UST site(s)within approximately 0.25 miles of the project property. Lower Elevation Address Direction Distance(mi/ft) Map Key BENJAMIN'S ONE STOP, INC. 1860 DANBY RD. E 0.23/1,238.12 3 ITHACA NY 14850 Site ID i Site Status:456671 Unregulated/Closed Non Standard State NY SPILLS -Spill Incidents Database A search of the NY SPILLS database, dated Mar 9, 2021 has found that there are 7 NY SPILLS site(s)within approximately 0.50 miles of the project property. Equal/Higher Elevation Address Direction Distance(mi/ft� Map Key 741 COMFORT RD.-DANBY 741 COMFORT RD W 0.18/935.59 2 DANBY NY Spill No i Close Date:9310105 1 1995-02-02 00:00:00 ROADSIDE DITCH GUNDERMAN/COMFORT WNW 0.45/2,356.77 12 DANBY NY Spill No i Close Date:0712232 1 2008-03-07 00:00:00 Lower Elevation Address Direction Distance(mi/ft) Map Key SURDELL RESIDENCE 60 BALD HILL ROAD ESE 0.06/323.27 1 DANBY NY Spill No i Close Date:0165105 1 2002-02-01 00:00:00 BENJAMIN'S ONE STOP RT 96B&BALD HILL RD E 0.24/1,264.53 4 DANBY NY Spill No i Close Date:8911795 1 1990-06-20 00:00:00 NIKI ALLING @ 1894 DANBY 1894 DANBY ROAD E 0.27/1,431.89 6 ROAD DANBY NY Spill No i Close Date: 1511087 1 2016-08-17 00:00:00 ROADWAY MICHIGAN HOLLOW RD AND ROUTE E 0.30/1,605.54 7 96B DANBY NY Spill No i Close Date: 1406648 1 2014-09-23 00:00:00 ABC CLEANING 1754 DANBY RD ESE 0.39/2,046.85 11 DANBY NY Spill No i Close Date:90049481 1995-06-06 00:00:00 PFAS - Per- and Polyfluoroalkyl Substances (PFAS) A search of the PFAS database, dated Jan 16, 2019 has found that there are 1 PFAS site(s)within approximately 0.50 miles of the project property. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Lower Elevation Address Direction Distance(mi/ft) Map Key Danby Fire Co 1780 Danby Rd ENE 0.32/1,701.21 8 Ithaca NY erisinfo.com I Environmental Risk Information Services Order No: 21040800589 76'31'30"W 76031'W 76°30'30"W 76°30'W 76°29'30"W 76°29'W 76°28'30"W 76°28'W z N 7 I • N — — — — — — — — — — S, �I ,.0 - - - - - - - - - - Z ,AA '% ` do - me� , 0 • .' -s- . a 1 � � 1 1 , 1 \ !♦ 1 \ r \ ,7 1 z � � N ♦ ♦ - b` 1� i ♦♦ ,�. .0o - - - - - - - - - - - Z M � � N % ,0 ,�. '0' - - - - - - - - - Z 0 N Z � N N Mile 1:26600 0.4 .2 0 0.4 Map: 1 .0 Mile Radius Order Number: 21040800589 E FZ 1 S Address: Bald Hill Road, Ithaca, NY Project Property Rails State Boundary ® FWS Special Designation Areas - - Buffer Outline Major Highways ® National Priority List Sites State Brownfield Sites A Eris Sites with Higher Elevation Major Highways Ramps _ National Wetland 0 State Brownfield Areas ■ Eris Sites with Same Elevation Major Roads ® Indian Reserve Land State Superfund Areas:Dept.of Defense Eris Sites with Lower Elevation Major Roads Ramps ® 100 Year Flood Zone State Superfund Areas:NPL O Eris Sites with Unknown Elevation Secondary Roads ® 500 Year Flood Zone WQARF Areas County Boundary Secondary Roads Ramps® Historic Fill Federal Lands:Dept.of Defense (owned/administered areas) Local Roads and Ramps Source: ©2016 ESRI © ERIS Information Inc. 76030'30"W 76°30'W 76°29'30"W 76029'W 76°28'30"W z (V N — 1 Q - - - ♦♦♦ ,aA N o CD � � • ' 8 N —- - - - - - - - - - - - - _ 410 1 1 `lo ♦ 1 1 1 1 � ♦ , I �� � 1♦ A 0 1 � 1 • eel, • ► ♦ qb � 1 v ' - , � �� ♦�- - - - - - ♦ - �,` ♦ = 1 ♦4 u� ♦` o �• — - - 0 � z o - o N � � N N V Miles 400 0.25 0.125 0 0.25 Map: 0.5 Mile Radius Order Number: 21040800589 E FZ 1 S Address: Bald Hill Road, Ithaca, NY Project Property Rails State Boundary ® FWS Special Designation Areas -1 Buffer Outline Major Highways ® National Priority List Sites State Brownfield Sites A Eris Sites with Higher Elevation Major Highways Ramps _ National Wetland 0 State Brownfield Areas ■ Eris Sites with Same Elevation Major Roads ® Indian Reserve Land State Superfund Areas:Dept.of Defense Eris Sites with Lower Elevation Major Roads Ramps ® 100 Year Flood Zone FF7 State Superfund Areas:NPL O Eris Sites with Unknown Elevation Secondary Roads ® 500 Year Flood Zone WQARF Areas County Boundary Secondary Roads Ramps® Historic Fill Federal Lands:Dept.of Defense (owned/administered areas) Local Roads and Ramps Source: ©2016 ESRI © ERIS Information Inc. 76030'30"W 76°30'W 76°29'30"W 76°29'W • ale Hawk Ln • ,8A - z V 0 0 N gun eriran�i - - - - - . - - - ' N - - - - - - - - - - ♦' 1 a do 0 ♦ � o ;I ♦ -- - •- - - - - - - - - - - - - , 9 a / ♦ f � I 1 1 I 1 1 1 I 1 / z2 II ,♦ 2Q 1 f , ob N / ►m z 1 ♦ I / v - - - - - - - - - - - .' ♦ ♦ a • ��9s ♦♦ o �♦ 0 Lieb R �ry �. �o r U Z 0 M Z O N O M Miles 1:12 00 " N 0.2 0.1 0.2 V Map: 0.25 Mile Radius Order Number: 21040800589 E FZ 1 S Address: Bald Hill Road, Ithaca, NY Project Property Rails State Boundary ® FWS Special Designation Areas - -1 Buffer Outline Major Highways ® National Priority List Sites State Brownfield Sites A Eris Sites with Higher Elevation Major Highways Ramps _ National Wetland 0 State Brownfield Areas ■ Eris Sites with Same Elevation Major Roads ® Indian Reserve Land State Superfund Areas:Dept.of Defense Eris Sites with Lower Elevation Major Roads Ramps ® 100 Year Flood Zone FF7 State Superfund Areas:NPL O Eris Sites with Unknown Elevation Secondary Roads ® 500 Year Flood Zone WQARF Areas County Boundary Secondary Roads Ramps® Historic Fill Federal Lands:Dept.of Defense (owned/administered areas) Local Roads and Ramps Source: ©2016 ESRI © ERIS Information Inc. 76'30'W 76'29'30"W 76°29'W 10, • -vim. � I y � 'A• ► .+{ .d `awl u-`•'1['" •. � .....� �, Z t �• - -r� . 4T ! i' {y UL 'k t N1 },Sri it P- •�_ _ �- I R�r _ 1. ` 3 '�, .Alk, Z Y- N a r �A v All Miles i 1:10000 z 0.1 ,-0A5 0 0.1 S urce: E-sri, Maxar,GeoE,ye, EarGhstar Geographies,ONES/Airbus DS, USDA, U�GS,AeroGRdD, IGN,and the GIS User Communit, N C Aerial Year: 2018 Order Number: 21040800589 ME R S Address: Bald Hill Road, Ithaca, NY © ERIS Information Inc. Source: ESRI World Imagery 76031'W 76030'30"W 76030'W 76029'30"W 76029'W 76028'30"W 76028'W _ l m CO RD 127 L a f -- — \f M LLFR RD z o CO RD 727 a . � N M 11 �00 u , •� � WHir�y4 96 co�°1 r� o GUNDERMAN-RD iF N � m � ` N Vr Tom N' Jerry Airport Danby Danby - - — - \ Presbyterfan Cem —. z ^ ` 0 - - - �J moo+ - LIEB RD I J SPUf;RD - r Danby o a } / Rural CemJ(Y� � /7 1 W N i r u 1 . I\ O l \ z — ` po Miles h Country National Scenic Tr - 1:24000 0.35 \0.175 0 0.35 s Topographic Map Year: 2016 Order Number: 21040800589 Address: Bald Hill Road, NY E R S Quadrangle(s): West Danby, NY; Willseyville, NY; Ithaca East, NY; Ithaca West, NY © ERIS Information Inc. Source: USGS Topographic Map Detail Report Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) 1 1 of 1 ESE 0.06/ 1,263.341 SURDELL RESIDENCE NY SPILLS 323.27 -58 60 BALD HILL ROAD DANBY NY Spill No: 0165105 Spill Date: 2001-12-03 10:00:00 Site ID: 268646 Received Date: 2001-12-03 10:00:00 DER Facility ID: 218852 CAC Date: CID: Insp Date: 2001-12-03 00:00:00 Program Type: ER Close Date: 2002-02-01 00:00:00 SWIS Code: 5522 Create Date: 2001-12-04 08:54:00 Contributing Factor: Unknown Update Date: 2002-02-01 00:00:00 Water Body: DEC Region: 7 Source: Unknown Lead DEC: JEOKESSO Class: A3 Reported by: Health Department Meets Std., True Referred to: SHORT TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "HOMEOWNER HAS AN UNKNOWN OIL IN WELL." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was JOS 12/3/01 -VISITED SITE WITH HOMEOWNER AND TCHD. INSPECTED WELL AND WATER INSIDE HOME. FOUND BEADS OF OIL SUBSTANCE IN HOLDING TANK OF TOILET.SUSPECT SUBMERSIBLE PUMP AS GONE BAD.SELF SPILLER.NO NEARBY RECEPTORS. HOME ON ELECTIC/WOOD HEAT.WELL IS ARTISIEN.NOTED OIL SHEEN COMING FRON TOP OF CASING. HOMEOWNER TO CONTACT A WELL DRILLING TO PULL PUMP AND CLEAN.HEALTH DEPT TO ASSIST.JEO.2/1/02-WELL HAS BEEN CLEANED AND RESAMPLED.ALL N.D.NFA.JEO." Material Information OP Unit ID: 849974 Med Air: False OU: 01 Med Ind Air. False Material ID: 563045 Med GIN: True Material Code: 0066A Med SW: False Material Name: unknown petroleum Med DIN. False CAS No: Med Sewer: False Material Family: Petroleum Med Surf: False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: False Spiller Information Spiller Name: GARY SURDELL Spiller Zip: Spiller Company: GARY SURDELL Spiller Country: 001 Spiller Address: 60 BALD HILL ROAD Contact Name: GARY SURDELL Spiller City: DANBY Contact Phone: (607)277-9630 Spiller State: NY Contact Ext. Latitude: 42.350131592 Longitude: -76.486077645 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) 2 1 of 1 W 0.181 1,484.161 741 COMFORT RD.-DANBY NY SPILLS 935.59 163 741 COMFORT RD DANBY NY Spill No: 9310105 Spill Date: 1993-11-19 11:10:00 Site ID: 294201 Received Date: 1993-11-19 11:36:00 DER Facility ID: 238088 CAC Date: 1994-12-14 00:00:00 CID: Insp Date: 1993-11-23 00:00:00 Program Type: ER Close Date: 1995-02-02 00:00:00 SWIS Code: 5522 Create Date: 1993-11-23 00:00:00 Contributing Factor. Human Error Update Date: 1995-02-02 00:00:00 Water Body: DEC Region: 7 Source: Tank Truck Lead DEC: ROMOCKI Class: A2 Reported by: Responsible Party Meets Std. True Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "FUEL OIL DUMPED INTO BASEMENT BY ACCIDENT. FILL PIPE HAD BEEN DISCONNECTED.MAJORITY OF THE FUEL ENTERED FOOTER DRAIN AND DISCHARGED TO SURFACE AT REMOTE LOCATION." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was MR 11/23/93:CLEANUP BEING DONE BY ABC CLEANERS AND PAL OIL PERSONNEL." Material Information OP Unit ID: 991810 Med Air. False OU: 01 Med Ind Air: False Material ID: 392735 Med GW: False Material Code: 0001A Med SW. False Material Name: #2 fuel oil Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf. False Quantity: 200.00 Med Subway: False Units: G Med Utility: False Recovered. 100.00 Oxygenate: Med Soil: True Spiller Information Spiller Name: Spiller Zip: 14522 Spiller Company: PAL OIL CO. Spiller Country: 001 Spiller Address: 3849 RT 31 Contact Name: Spiller City: PALMYRA Contact Phone: Spiller State: NY Contact Ext. Latitude: 42.356015331 Longitude: -76.505972687 3 1 of 4 E 0.231 1,237.921 SERVICE STATION RCRA 1,238.12 -83 1860 DANBYRD NON GEN ITHACA NY 14850-9419 EPA Handler ID: NYD000703868 Gen Status Universe: No Report Contact Name: Contact Address: 1860, DANBY RD_, ITHACA,NY, 14850, US Contact Phone No and Ext: Contact Email: Contact Country: US County Name: TOMPKINS erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) EPA Region: 02 Land Type: Receive Date: 20070101 Location Latitude: Location Longitude: Violation/Evaluation Summary Note: NO RECORDS:As of Jan 2021,there are no Compliance Monitoring and Enforcement(violation)records associated with this facility(EPA ID). Handler Summary Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No Commercial TSD: No Used Oil Transporter: No Used Oil Transfer Facility: No Used Oil Processor: No Used Oil Refiner: No Used Oil Burner: No Used Oil Market Burner: No Used Oil Spec Marketer. No Hazardous Waste Handler Details Sequence No: 1 Receive Date: 19800818 Handler Name: SERVICE STATION Source Type: Notification Federal Waste Generator Code: 1 Generator Code Description: Large Quantity Generator Waste Code Details Hazardous Waste Code: D000 Waste Code Description: DESCRIPTION Hazardous Waste Code: D001 Waste Code Description: IGNITABLE WASTE Hazardous Waste Handler Details Sequence No: 1 Receive Date: 19990708 Handler Name: SERVICE STATION Source Type: Implementer Federal Waste Generator Code: N Generator Code Description: Not a Generator,Verified Hazardous Waste Handler Details Sequence No: 2 Receive Date: 20060101 Handler Name: SERVICE STATION Source Type: Implementer Federal Waste Generator Code: N erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Generator Code Description: Not a Generator,Verified Hazardous Waste Handler Details Sequence No: 3 Receive Date: 20070101 Handler Name: SERVICE STATION Source Type: Implementer Federal Waste Generator Code: N Generator Code Description: Not a Generator,Verified Owner/Operator Details Owner/Operator Ind: Current Operator Street No: Type: Private Street 1: NOT REQUIRED Name: BENJAMIN JOHN D Street 2: Date Became Current: City: NOT REQUIRED Date Ended Current: State: WY Phone: 212-555-1212 Country: US Source Type: Implementer Zip Code: 99999 Owner/Operator Ind: Current Owner Street No: Type: Private Street 1: NOT REQUIRED Name: BENJAMIN JOHN D Street 2: Date Became Current: City: NOT REQUIRED Date Ended Current: State: WY Phone: 212-555-1212 Country: US Source Type: Implementer Zip Code: 99999 Owner/Operator Ind: Current Owner Street No: Type: Private Street 1: NOT REQUIRED Name: BENJAMIN JOHN D Street 2: Date Became Current: City. NOT REQUIRED Date Ended Current: State: WY Phone: 212-555-1212 Country: Source Type: Notification Zip Code: 99999 Historical Handler Details Receive Dt: 20060101 Generator Code Description: Not a Generator,Verified Handler Name: SERVICE STATION Receive Dt: 19990708 Generator Code Description: Not a Generator,Verified Handler Name: SERVICE STATION Receive Dt: 19800818 Generator Code Description: Large Quantity Generator Handler Name: SERVICE STATION 3 2 of 4 E 0.231 1,237.921 BENJAMIN'S ONE STOP,INC. UST 1,238.12 -83 1860 DANBYRD. ITHACA NY 14850 Site ID: 45667 Expiry: N/A Site Status: Unregulated/Closed County: Tompkins Program No: 7-416959 UTM X. 378022.10760 Program Type Code: PBS UTM Y. 4689970.58517 Program Type Desc: Petroleum Bulk Storage Program Site Type: Retail Gasoline Sales Tank Information erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Prog No: 7-416959 UDC Ind: 1 Tank ID: 132085 Red Tag Start Date: Tank No: 002 Red Tag End Date: Tank Status: 3 Tank Last Test: 1992-11-01 00:00:00 Tank Status Desc: Closed-Removed Tank Next Test Due: Tank Type: 01 Test Method: 00 Tank Type Desc: Steel/Carbon Steel/Iron Date Tested: Install Date: 1972-01-01 00:00:00 Next Test: Close Date: 2001-05-15 00:00:00 Line Last Test Due: Tk Out of Sery Dt: Next Line Test Due: Capacity(Gal): 2000 Line Test Method: Registered: True Modified by: TRANSLAT Tank Model: Last Modified: 2017-04-14 14:30:47.863000000 Pipe Model: Tank Location: 5 Tank Location Desc: Underground Category. 1 Category Desc: Category 1 means a tank which was installed before December 27, 1986 Subpart: Subpart Desc: Class A Operator. Class B Operator: Tank Owner Name: Tank Owner Address: Material Information Material Name: gasoline Percent: 100.00 Equipment Information Equipment: B00 Code Name: None Type: Tank External Protection Equipment: D02 Code Name: Galvanized Steel Type: Pipe Type Equipment: G00 Code Name: None Type: Tank Secondary Containment Equipment: K01 Code Name: Catch Basin Type: Spill Prevention Equipment: A00 Code Name: None Type: Tank Internal Protection Equipment: CO2 Code Name: Underground/On-ground Type: Pipe Location Equipment: F00 Code Name: None Type: Pipe External Protection Equipment: J02 Code Name: Suction Dispenser Type: Dispenser Equipment: H99 Code Name: Other erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Type: Tank Leak Detection Tank Information Prog No: 7-416959 UDC Ind: 1 Tank ID: 132086 Red Tag Start Date: Tank No: 003 Red Tag End Date: Tank Status: 3 Tank Last Test: 1992-11-01 00:00:00 Tank Status Desc: Closed-Removed Tank Next Test Due: Tank Type: 01 Test Method: 00 Tank Type Desc: Steel/Carbon Steel/Iron Date Tested: Install Date: 1972-01-01 00:00:00 Next Test: Close Date: 2001-05-15 00:00:00 Line Last Test Due: Tk Out of Sery Dt: Next Line Test Due: Capacity(Gal): 4000 Line Test Method: Registered: True Modified by: TRANSLAT Tank Model: Last Modified: 2017-04-14 14:30:47.863000000 Pipe Model: Tank Location: 5 Tank Location Desc: Underground Category: 1 Category Desc: Category 1 means a tank which was installed before December 27, 1986 Subpart: Subpart Desc: Class A Operator: Class B Operator: Tank Owner Name: Tank Owner Address: Material Information Material Name: gasoline Percent: 100.00 Equipment Information Equipment: K01 Code Name: Catch Basin Type: Spill Prevention Equipment: F00 Code Name: None Type: Pipe External Protection Equipment: CO2 Code Name: Underground/On-ground Type: Pipe Location Equipment: B00 Code Name: None Type: Tank External Protection Equipment: D02 Code Name: Galvanized Steel Type: Pipe Type Equipment: J02 Code Name: Suction Dispenser Type: Dispenser Equipment: G00 Code Name: None Type: Tank Secondary Containment Equipment: H99 erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Code Name: Other Type: Tank Leak Detection Equipment: A01 Code Name: Epoxy Liner Type: Tank Internal Protection Tank Information Prog No: 7-416959 UDC Ind: 1 Tank ID: 132084 Red Tag Start Date: Tank No: 001 Red Tag End Date: Tank Status: 3 Tank Last Test: 1992-11-01 00:00:00 Tank Status Desc: Closed-Removed Tank Next Test Due: Tank Type: 01 Test Method: 00 Tank Type Desc: Steel/Carbon Steel/Iron Date Tested: Install Date: 1984-01-01 00:00:00 Next Test: Close Date: 2001-05-15 00:00:00 Line Last Test Due: Tk Out of Sery Dt: Next Line Test Due: Capacity(Gal): 4000 Line Test Method. Registered: True Modified by: TRANSLAT Tank Model: Last Modified: 2017-04-14 14:30:47.863000000 Pipe Model: Tank Location: 5 Tank Location Desc: Underground Category. 1 Category Desc: Category 1 means a tank which was installed before December 27, 1986 Subpart: Subpart Desc: Class A Operator. Class B Operator: Tank Owner Name: Tank Owner Address: Material Information Material Name: gasoline Percent: 100.00 Equipment Information Equipment: J02 Code Name: Suction Dispenser Type: Dispenser Equipment: CO2 Code Name: Underground/On-ground Type: Pipe Location Equipment: A00 Code Name: None Type: Tank Internal Protection Equipment: K01 Code Name: Catch Basin Type: Spill Prevention Equipment: G00 Code Name: None Type: Tank Secondary Containment Equipment: D02 Code Name: Galvanized Steel Type: Pipe Type erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Equipment: F00 Code Name: None Type: Pipe External Protection Equipment: B00 Code Name: None Type: Tank External Protection Equipment: H99 Code Name: Other Type: Tank Leak Detection Tank Information Prog No: 7-416959 UDC Ind: 1 Tank ID: 132088 Red Tag Start Date: Tank No: 005 Red Tag End Date: Tank Status: 3 Tank Last Test: 1992-11-01 00:00:00 Tank Status Desc: Closed-Removed Tank Next Test Due: Tank Type: 01 Test Method: 00 Tank Type Desc: Steel/Carbon Steel/Iron Date Tested: Install Date: 1972-01-01 00:00:00 Next Test: Close Date: 2001-05-15 00:00:00 Line Last Test Due: Tk Out of Sery Dt: Next Line Test Due: Capacity(Gal): 4000 Line Test Method: Registered: True Modified by: TRANSLAT Tank Model: Last Modified: 2017-04-14 14:30:47.863000000 Pipe Model: Tank Location: 5 Tank Location Desc: Underground Category: 1 Category Desc: Category 1 means a tank which was installed before December 27, 1986 Subpart: Subpart Desc: Class A Operator: Class B Operator. Tank Owner Name: Tank Owner Address: Material Information Material Name: gasoline Percent: 100.00 Equipment Information Equipment: K01 Code Name: Catch Basin Type: Spill Prevention Equipment: H99 Code Name: Other Type: Tank Leak Detection Equipment: D02 Code Name: Galvanized Steel Type: Pipe Type Equipment: F00 Code Name: None Type: Pipe External Protection Equipment: A00 Code Name: None Type: Tank Internal Protection erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Equipment: CO2 Code Name: Underground/On-ground Type: Pipe Location Equipment: J02 Code Name: Suction Dispenser Type: Dispenser Equipment: B00 Code Name: None Type: Tank External Protection Equipment: G00 Code Name: None Type: Tank Secondary Containment Tank Information Prog No: 7-416959 UDC Ind: 1 Tank ID: 139801 Red Tag Start Date: Tank No: 006 Red Tag End Date: Tank Status: 4 Tank Last Test: Tank Status Desc: Closed-In Place Tank Next Test Due: Tank Type: 01 Test Method: NN Tank Type Desc: Steel/Carbon Steel/Iron Date Tested: Install Date: Next Test: Close Date: 2001-05-17 00:00:00 Line Last Test Due: Tk Out of Sery Dt: Next Line Test Due: Capacity(Gal): 1000 Line Test Method: Registered: True Modified by: TRANSLAT Tank Model: Last Modified: 2017-04-14 14:30:47.863000000 Pipe Model: Tank Location: 5 Tank Location Desc: Underground Category. 1 Category Desc: Category 1 means a tank which was installed before December 27, 1986 Subpart: Subpart Desc: Class A Operator. Class B Operator. Tank Owner Name: Tank Owner Address: Material Information Material Name: empty Percent: 100.00 Equipment Information Equipment: A00 Code Name: None Type: Tank Internal Protection Equipment: F00 Code Name: None Type: Pipe External Protection Equipment: C00 Code Name: No Piping Type: Pipe Location Equipment: 100 Code Name: None erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Type: Overfill Equipment: H00 Code Name: None Type: Tank Leak Detection Equipment: D00 Code Name: No Piping Type: Pipe Type Equipment: G00 Code Name: None Type: Tank Secondary Containment Equipment: B00 Code Name: None Type: Tank External Protection Equipment: J00 Code Name: None Type: Dispenser Tank Information Prog No: 7-416959 UDC Ind: 1 Tank ID: 132087 Red Tag Start Date: Tank No: 004 Red Tag End Date: Tank Status: 3 Tank Last Test: 1992-11-01 00:00:00 Tank Status Desc: Closed-Removed Tank Next Test Due: Tank Type: 01 Test Method: 00 Tank Type Desc: Steel/Carbon Steel/Iron Date Tested: Install Date: 1972-01-01 00:00:00 Next Test: Close Date: 2001-05-15 00:00:00 Line Last Test Due: Tk Out of Sery Dt: Next Line Test Due: Capacity(Gal): 4000 Line Test Method. Registered: True Modified by: TRANSLAT Tank Model: Last Modified: 2017-04-14 14:30:47.863000000 Pipe Model: Tank Location: 5 Tank Location Desc: Underground Category. 1 Category Desc: Category 1 means a tank which was installed before December 27, 1986 Subpart: Subpart Desc: Class A Operator. Class B Operator: Tank Owner Name: Tank Owner Address: Material Information Material Name: gasoline Percent: 100.00 Equipment Information Equipment: G00 Code Name: None Type: Tank Secondary Containment Equipment: F00 Code Name: None Type: Pipe External Protection Equipment: B00 erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Code Name: None Type: Tank External Protection Equipment: CO2 Code Name: Underground/On-ground Type: Pipe Location Equipment: K01 Code Name: Catch Basin Type: Spill Prevention Equipment: J02 Code Name: Suction Dispenser Type: Dispenser Equipment: H99 Code Name: Other Type: Tank Leak Detection Equipment: A00 Code Name: None Type: Tank Internal Protection Equipment: D02 Code Name: Galvanized Steel Type: Pipe Type Affiliation Information Affiliation Type: 11 Affiliation Name: Emergency Contact Affiliation Sub Type: NNN Company: BENJAMINS ONE STOP, INC. Contact Title: Contact Name: LINDA WILSON Address 1: Address2: City: State: NN Zip Code: Country Code: 001 Phone: (607)273-8362 Phone Ext: Email: Fax: Affiliation Type: 01 Affiliation Name: Facility Owner Affiliation Sub Type: E Company: BENJAMINS ONE STOP, INC. Contact Title: Contact Name: Address1: 1860 DANBY RD. Address2: City: ITHACA State: NY Zip Code: 14850 Country Code: 001 Phone: (607)272-9161 Phone Ext: Email: Fax: Affiliation Type: 07 Affiliation Name: Mail Contact Affiliation Sub Type: NNN Company: BENJAMINS ONE STOP, INC. Contact Title: erisinfo.com Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Contact Name: LINDA WILSON Address1: 1860 DANBY RD. Address2: City: ITHACA State: NY Zip Code: 14850 Country Code: 001 Phone: (607)272-9161 Phone Ext: Email: Fax: Affiliation Type: 04 Affiliation Name: Facility Operator Affiliation Sub Type: NNN Company: BENJAMINS ONE STOP, INC. Contact Title: Contact Name: JOHN D.BENJAMIN Address 1: Address2: City: State: NN Zip Code: Country Code: 001 Phone: (607)272-9161 Phone Ext: Email: Fax: 3 3 of 4 E 0.23/ 1,237.921 BENJAMIN ONE STOP LST 1,238.12 -83 1860 DANDY ROAD ITHACA NY Spill No: 9610827 Spill Date: 1996-12-02 13:45:00 Site ID: 209950 Rcvd Date: 1996-12-02 14:28:00 DER Facility ID: 174039 CAC Date: CID: 282 Insp Date: 1996-12-04 00:00:00 Program Type: ER Close Date: 1996-12-05 00:00:00 SWIS Code: 5530 Create Date: 1996-12-02 00:00:00 Contribute Factor: Tank Overfill Update Date: 1996-12-05 00:00:00 Water Body: DEC Region: 7 Source: Gasoline Station or other PBS Facility Lead DEC: ROMOCKI Class: C4 Reported by: Responsible Party Meets Std. False Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: True Caller Remark: "NO REMARKS" Dec Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was MR 12/04/96:VISITED SITE.SPILL HAS BEEN CLEANED UP.SOME SORBENTS STILL REMAIN IN DRAINAGE DITCH ADJACENT TO GAS STATION.NO SHEEN OBSERVED IN DITCH.SPOKE WITH BILL CARMALT OF WILLIAMS OIL. I INFORMED HIM THAT NO FURTHER CLEANUP WAS REQUIRED.SOME CONTAMINATED SOIL MAY REMAIN BENEATH THE PAVEMENT. FACILITY TO BE UPGRADEDNEXT YEAR.SOIL DISPOSAL MAY BE AN ISSUE." Material Information OP Unit ID: 1042208 Med Air: False OU: 01 Med in Air. False Material ID: 343043 Med GW. False Material Code: 0009 Med SW: False Material Name: gasoline Med DW. False erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) CAS No: Med Sewer. False Material Family: Petroleum Med Sun`: False Quantity: 10.00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: True Spiller Information Spiller Name: WILLIAM CARMALT Spiller Zip: 18848- Spiller Company: WILLIAMS OIL COMPANY Spiller Country: 001 SpillerAddress: PO BOX 207 Contact Name: MANAGER Spiller City: TOWANDA Contact Phone: (607)272-9161 Spiller State: PA Contact Ext. Latitude: 42.352101000 Longitude: -76.480773000 3 4 of 4 E 0.231 1,237.921 BENJAMIN'S ONE STOP LST 1,238.12 -83 1860 DANBY ROAD ITHACA NY Spill No: 0065136 Spill Date: 2001-02-05 10:15:00 Site ID: 117333 Rcvd Date: 2001-02-05 10:15:00 DER Facility ID: 102085 CAC Date: 2003-11-25 00:00:00 CID: Insp Date: 2003-11-20 00:00:00 Program Type: ER Close Date: 2007-07-10 00:00:00 SWIS Code: 5530 Create Date: 2001-02-05 10:38:00 Contribute Factor: Tank Failure Update Date: 2007-07-13 15:03:43.810000000 Water Body: DEC Region: 7 Source: Gasoline Station or other PBS Facility Lead DEC: jeokesso Class: B2 Reported by: DEC Meets Std. False Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: True Caller Remark: "SITE IS VACANT WITH TANKS STILL CONTAINING PRODUCT.WATER HAS BEEN NOTED IN THE TANKS.COMMUNITY IS CONCERNED WITH TANKS LEAKING." Dec Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was JOA 11/02/2001 STATE PIN PROJECT. MONITORING QUARTERLY.SOULE'S SUPPLY WELL SAMPLED MONTHLY.ALL ND SO FAR.No petroleum found in supply well. Low level petroleum remains on site." Material Information OP Unit ID: 837030 Med Air: False OU: 01 Med in Air: False Material ID: 537839 Med GW: False Material Code: 0009 Med SW. False Material Name: gasoline Med DW: False CAS No: Med Sewer: False Material Family: Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: True Spiller Information Spiller Name: LINDA WILSON Spiller Zip: 14850- Spiller Company: BENJAMIN'S ONE STOP Spiller Country: 001 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) SpillerAddress: 1860 DANBY ROAD Contact Name: LINDA WILSON Spiller City: ITHACA Contact Phone: (607)272-9161 Spiller State: NY Contact Ext. Latitude: 42.344455010 Longitude: -76.468441320 4 1 of 1 E 0.241 1,235.481 BENJAMIN'S ONE STOP NY SPILLS 1,264.53 -86 RT 96B&BALD HILL RD DANBY NY Spill No: 8911795 Spill Date: 1990-03-14 09:19:00 Site ID: 153857 Received Date: 1990-03-14 09:19:00 DER Facility ID: 130505 CAC Date: 1990-06-20 00:00:00 CID: Insp Date: 1990-06-20 00:00:00 Program Type: ER Close Date: 1990-06-20 00:00:00 SWIS Code: 5522 Create Date: 1990-03-19 00:00:00 Contributing Factor. Equipment Failure Update Date: 1990-06-21 00:00:00 Water Body: DEC Region: 7 Source: Gasoline Station or other PBS Facility Lead DEC: JEOKESSO Class: Reported by: Citizen Meets Std. True Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "CITIZEN INDICATED THAT OIL WAS IN DITCH NEXT TO GAS STATION." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was JOA 03/16/90: FOUND ABOVEGROUND KEROSENE TANK PIPING LEAKING. DRAIN UNDER TANK ANDLEADS TO STORM DRAIN.SHEEN COMING OUT OF STORM DRAIN.TOLD SPILLER OF HIS RESPONSIBILITY. BOOMS PUT IN DITCH.SPILLER TO MONITOR.06/20/90:VISITED SIGHT.NO SHEEN NOTED IN STORMDRAIN." Material Information OP Unit ID: 938634 Med Air: False OU: 01 Med Ind Air: False Material ID: 441297 Med GW. True Material Code: 0066A Med SW: False Material Name: unknown petroleum Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: False Spiller Information Spiller Name: Spiller Zip: Spiller Company: JOHN BENJAMIN Spiller Country: 001 SpillerAddress: 1860 DANBY RD. Contact Name: Spiller City: ITHACA Contact Phone: Spiller State: NY Contact Ext: Latitude: Longitude: Tank Test Information Spill Tank ID: 1536857 Source: Tank No: Test Method: 00 Tank Size: 0 Leak Rate: .00 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Material: 0066A Gross Fail: EPA UST: Modified by: Spills UST: Last Modified: 2004-10-01 04:00:45.140000000 Cause: Alt Test Method: Unknown 5 1 of 1 E 0.27/ 1,219.271 Tompkins Co Food Scrap Drop SWF/LF 1,402.30 -102 Spot-Danby Rd 1830 Danby Road Danby NY 14850 Active: No Owner Address: 122 Commercial Avenue Activity No: [55R14] OwnerAddr2: Regltry Status: Registration Owner City: Ithaca Auth No: 55R14 Owner State: NY Auth Issue Dt: 8/24/2017 Owner ZIP: 14850 Expiration Date: Owner Email: Operator Type: Owner Phone: 6072736632 Operator Name: Contact Name: East Coord: 377949 Contact Addr: North Coord: 4690156 Contact Addr2: Accuracy Code: 4.1 -Address Matching Contact City: County: Tompkins Contact State: Region: 7 Contact ZIP: Phone No: 6072736632 Contact Email: Owner Name: Tompkins Cc Solid Waste Contact Phone: Owner Type: Municipal Date of Last Inspection: Waste Types: Food Scraps Activity Desc: Transfer station-registration 6 1 of 1 E 0.27/ 1,263.011 NIKI ALL/NG @ 1894 DANBY NY SPILLS 1,431.89 -58 ROAD 1894 DANBY ROAD DANBY NY Spill No: 1511087 Spill Date: 2016-02-17 19:10:00 Site ID: 522803 Received Date: 2016-02-17 19:31:00 DER Facility ID: 477057 CAC Date: 2016-07-28 00:00:00 CID: Insp Date: Program Type: ER Close Date: 2016-08-17 00:00:00 SWIS Code: 5522 Create Date: 2016-02-17 19:35:00 Contributing Factor. Equipment Failure Update Date: 2016-08-17 10:02:28.350000000 Water Body: DEC Region: 7 Source: Private Dwelling Lead DEC: CXROSSI Class: B2 Reported by: Other Meets Std: True Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: True UST Trust: False Caller Remark: "caller reporting flooding in basement of locatlon,FD requesting help with cleaning up.petroleum based product is mixed in with the water" DEC Remark: "Basement flooded due to frozen sump line. Fuel oil tank,left after changing over to natural gas leaked to water in basement. Home owner advised of her responsibility but could not afford to hire contractor therefore DEC hired NRC to vac petroleum and contaminated water.Pressure wash basement containing fluids and disposed. ISR completed 8/17/16-ctr-" Material Information OP Unit ID: 1271807 Med Air: False OU: 01 Med Ind Air: True Material ID: 2276118 Med GW. True erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Material Code: 0001A Med SW. False Material Name: #2 fuel oil Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf. True Quantity: 75.00 Med Subway: False Units: G Med Utility: False Recovered. 75.00 Oxygenate: Med Soil: False Spiller Information Spiller Name: NIKI ALLING Spiller Zip: Spiller Company: NIKI ALLING Spiller Country: 999 SpillerAddress: 1894 DANBY ROAD Contact Name: NIKI ALLING Spiller City: DANBY Contact Phone: (607)351-7744 Spiller State: NY Contact Ext: Latitude: Longitude: 7 1 of E 0.30/ 1,262.461 ROADWAY NY SPILLS 1,605.54 -59 MICHIGAN HOLLOW RD AND ROUTE 96B DANBY NY Spill No: 1406648 Spill Date: 2014-09-23 11:53:00 Site ID: 500126 Received Date: 2014-09-23 11:53:00 DER Facility ID: 455144 CAC Date: CID: Insp Date: Program Type: ER Close Date: 2014-09-23 00:00:00 SWIS Code: 5522 Create Date: 2014-09-23 11:57:00 Contributing Factor. Unknown Update Date: 2014-09-23 12:11:45.017000000 Water Body: DEC Region: 7 Source: Unknown Lead DEC: CXROSSI Class: D5 Reported by: Citizen Meets Std. False Referred to: Penalty. County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "spill at intersection to paved roadway/caller states ditch line by side of road leads to a creek" DEC Remark: "no caller information.unsubstantiated and no creek seen in mapping.Closing for lack of information and reported small amount." Material Information OP Unit ID: 1249529 Med Air: False OU: 01 Med Ind Air: False Material ID: 2251146 Med GW. False Material Code: 0008 Med SW. False Material Name: diesel Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: 1.00 Med Subway: False Units: G Med Utility: False Recovered. Oxygenate: Med Soil: False Spiller Information Spiller Name: Spiller Zip: erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Spiller Company: UNKNOWN Spiller Country: 999 Spiller Address: Contact Name: N/A Spiller City: Contact Phone: Spiller State: NY Contact Ext. Latitude: Longitude: 8 1 of 1 ENE 0.321 1,195.571 Danby Fire Co PFAS 1,701.21 -126 1780 Danby Rd Ithaca NY Facility ID: FDP0368 County: Tompkins Survey Complete: YES Survey: Class B Fire Suppression Foam Usage Survey-New York State Fire Departments Q. 6: NO Q. 7: NO Q.8: NO Q.9: NO Q. 10: NO Q. 11: NO Q. 12: Q. 13: Reference: If a respondent indicated that the facility used/stored/disposed PFOA/PFOS substances,it does not necessarily mean that there is an environmental/public health concern associated with that facility.Also,if a respondent indicated that they currently/formerly used,stored,disposed of,or released Class B firefighting foam it does not necessarily mean that the foam contains/contained PFOA/PFOS since many Class B foams do not contain these substances. DEC is in the process of reviewing/evaluating the returned surveys to determine if additional follow-up or study is needed. Return rate:91 surveys were sent to facilities;90 were returned completed as of June 1,2017. Questions 1 &2 relate to name and address;questions 3-5 relate to facility ownership. Q.6: Is any Class B fire suppression foam currently stored and/or used at the facility? Q.7:Has any Class B fire suppression foam ever been stored and/or used at the facility? Q.8:Has Class B fire suppression foam ever been used for training purposes at the facility? Q.9:Has Class B fire suppression foam ever been used for firefighting or other emergency response purposes at the facility? Q. 10: Has the facility ever experienced a spill or leak of Class B fire suppression foam? Q. 11: Has your facility ever been responsible for the use of Class B fire suppression foam at a location other than the facility(i.e.offsite training,emergency response,or spill)? 9 1 of 1 ENE 0.371 1,191.211 DANBY MARKET LST 1,930.75 -130 1774 DANBYRD ITHACA NY Spill No: 9904500 Spill Date: 1999-07-16 09:50:00 Site ID: 201519 Rcvd Date: 1999-07-16 09:58:00 DER Facility ID: 167663 CAC Date: CID: 211 Insp Date: Program Type: ER Close Date: 1999-10-13 00:00:00 SWIS Code: 5530 Create Date: 1999-07-16 00:00:00 Contribute Factor: Tank Failure Update Date: 1999-10-13 00:00:00 Water Body: DEC Region: 7 Source: Commercial/Industrial Lead DEC: LARRY? Class: C3 Reported by: Other Meets Std: False Referred to: SHORT TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "caller is potential buyer for property-buck labs is on site doing assessment and found sheen on groundwater" Dec Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was LCS" erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) Material Information OP Unit ID: 1083310 Med Air. False OU: 01 Med in Air: False Material ID: 304380 Med GW: True Material Code: 0001A Med SW. False Material Name: #2 fuel oil Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered. .00 Oxygenate: Med Soil: False Spiller Information Spiller Name: ERNIE SPENCER Spiller Zip: Spiller Company: DANBY MARKET Spiller Country: 001 SpillerAddress: 1774 DANBY RD Contact Name: ERNIE SPENCER Spiller City: ITHACA Contact Phone: (607)753-3403 Spiller State: NY Contact Ext: Latitude: 42.349552350 Longitude: -76.478248520 10 1 of 1 NNE 0.37/ 1,233.071 DANBYFACILITY LST 1,977.70 -88 54 GUNDERMAN RD DANBY NY Spill No: 9708923 Spill Date: 1997-10-30 12:00:00 Site ID: 168020 Rcvd Date: 1997-10-30 13:30:00 DER Facility ID: 141552 CAC Date: CID: 999 Insp Date: Program Type: ER Close Date: 2004-05-05 00:00:00 SWIS Code: 5522 Create Date: 1997-10-30 00:00:00 Contribute Factor: Tank Overfill Update Date: 2004-05-05 00:00:00 Water Body: DEC Region: 7 Source: Institutional,Educational,Gov.,Other Lead DEC: ROMOCKI Class: C4 Reported by: DEC Meets Std. False Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "VISITED TANKS REMOVAL JOB.SOME CONTAMINATED SOIL EXCAVATED FROM AROUND FILL PORT." Dec Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was MR" Spiller Information Spiller Name: SANDRA NOVELLI Spiller Zip: 14850- Spiller Company: ITHACA CITY SCHOOLS Spiller Country: 001 SpillerAddress: 400 LAKE ST Contact Name: SANDRA NOVELLI Spiller City: ITHACA Contact Phone: (607)257-1555 Spiller State: NY Contact Ext: 460 Latitude: 42.359241524 Longitude: -76.489937597 11 1 of 1 ESE 0.391 1,278.451 ABC CLEANING NY SPILLS 2,046.85 -43 1754 DANBY RD erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) DANBY NY Spill No: 9004948 Spill Date: 1990-08-02 12:00:00 Site ID: 258154 Received Date: 1990-08-02 16:00:00 DER Facility ID: 211326 CAC Date: 1995-06-06 00:00:00 CID: Insp Date: 1990-08-07 00:00:00 Program Type: ER Close Date: 1995-06-06 00:00:00 SINIS Code: 5522 Create Date: 1990-08-08 00:00:00 Contributing Factor. Housekeeping Update Date: 1995-06-07 00:00:00 Water Body: DEC Region: 7 Source: Commercial/Industrial Lead DEC: CLWARNER Class: B3 Reported by: Citizen Meets Std: True Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "WASTE OIL,GAS,AND POSSIBLE SOLVENTS DUMPED ON GROUND." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was CWA 08/07/90: REMOVED CONTAMINATED SOIL AND STOCKPILED ON PLASTIC.SAMPLES TAKEN AND DELIVERED TO FRIEND LAB." Material Information OP Unit ID: 945437 Med Air. False OU: 01 Med Ind Air. False Material ID: 436022 Med GW: False Material Code: 0009 Med SW. False Material Name: gasoline Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered. .00 Oxygenate: Med Soil: True OP Unit ID: 945437 Med Air. False OU: 01 Med Ind Air. False Material ID: 436023 Med GW: False Material Code: 0059A Med SW. False Material Name: solvents Med DW: False CAS No: Med Sewer: False Material Family: Other Med Surf. False Quantity: .00 Med Subway: False Units: Med Utility: False Recovered. .00 Oxygenate: Med Soil: True Spiller Information Spiller Name: Spiller Zip: Spiller Company: ABC CLEANING Spiller Country: 001 Spiller Address: 1754 DANBY RD. Contact Name: Spiller City: DANBY Contact Phone: Spiller State: NY Contact Ext., Latitude: 42.359241568 Longitude: -76.484187587 12 1 of 1 WNW 0.451 1,410.271 ROADSIDE DITCH NY SPILLS 2,356.77 89 GUNDERMAN/COMFORT erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Map Key Number of Direction Distance Elev/Diff Site DB Records (mi/ft) (ft) DANBY NY Spill No: 0712232 Spill Date: 2008-02-20 12:30:00 Site ID: 393824 Received Date: 2008-02-20 15:11:00 DER Facility ID: 343404 CAC Date: CID: 404 Insp Date: Program Type: ER Close Date: 2008-03-07 00:00:00 SWIS Code: 5522 Create Date: 2008-02-20 15:39:00 Contributing Factor: Traffic Accident Update Date: 2008-03-07 10:30:54.370000000 Water Body: DEC Region: 7 Source: Institutional,Educational,Gov.,Other Lead DEC: MJROMOCK Class: C3 Reported by: Other Meets Std: False Referred to: Penalty: County: Tompkins REM Phase: 0 After Hours: UST Trust: Caller Remark: .,not sure whether it is gas or diesel; it is about 40 gallons spilled; FD on scene;has went into a ditch not yet contained or cleaned up" DEC Remark: "2/20/08-K.Kemp responded to scene of accident.Op-Tech was hired by spiller(Metro Mattress)to clean up.2/22/08-M. Romocki inspected site. Cleanup appears complete." Material Information OP Unit ID: 1150776 Med Air: False OU: 01 Med Ind Air. False Material ID: 2141415 Med GW: False Material Code: 0009 Med SW. False Material Name: gasoline Med DW: False CAS No: Med Sewer: False Material Family: Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered. .00 Oxygenate: Med Soil: True OP Unit ID: 1150776 Med Air: False OU: 01 Med Ind Air. False Material ID: 2141416 Med GW: False Material Code: 0008 Med SW. False Material Name: diesel Med DW: False CAS No: Med Sewer: False Material Family: Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered. .00 Oxygenate: Med Soil: True Spiller Information Spiller Name: Spiller Zip: Spiller Company: UNKNOWN Spiller Country: 999 Spiller Address: Contact Name: FIRE CHIEF 463 Spiller City: Contact Phone: (607)592-0640 Spiller State: NY Contact Ext., Latitude: Longitude: erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Unplottable Summary Total: 11 Unplottable sites DB Company Name/Site Address City Zip ERIS ID Name LST T/DANBY HWY DEPT BALD HILL RD DANBY(T)NY 814044330 Spill No I Close Date:8909867 1 1990-07-09 00:00:00 LST DANBY ROAD ITHACA DANBY ROAD ITHACA NY 814002533 COLLEGE Spill No I Close Date:8602637 1 2003-10-23 00:00:00 NY SPILLS NYSEG JENNINGS POND RD POLE 13-3 SPENCER NY 822822456 LINE 30 Spill No I Close Date:1502860 1 2015-11-16 00:00:00 NY SPILLS DANBY STATE FOREST MICHIGAN HOLLOW ROAD DANBY NY 813639086 Spill No I Close Date:9965064 1 1999-08-19 00:00:00 NY SPILLS ITHACA COLLEGE DANBY RD. ITHACA NY 813644386 Spill No I Close Date:8906975 1 1989-10-17 00:00:00 NY SPILLS HILLVIEW MOBIL HOME SOUTH DANBY RD OFF RT 96B DANBY NY 813737663 PARK Spill No I Close Date:8801906 1 1988-06-15 00:00:00 NY SPILLS ITHACA COL.-FISCAL DANBY ROAD-FISCAL PLANT ITHACA(T)NY 813644410 PLANT Spill No I Close Date:8909423 1 1990-12-29 00:00:00 NY SPILLS CASELLA TRUCK SOUTH DANBY RD SPENCER NY 14883 827223310 Spill No I Close Date:1504774 1 2015-08-03 00:00:00 NY SPILLS ITHACA COLLEGE PHYSICAL PLANT DANBY RD. ITHACA NY 813923804 Spill No I Close Date:9006866 1 1990-09-24 00:00:00 SHWS NCR Sewer Danby Road Ithaca NY 14850 814053686 SHWS NCR Sewer Offsite Danby Road Ithaca NY 14850 814053685 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Unplottable Report Site: T/DANBY HWY DEPT BALD HILL RD DANBY(T)NY LST Spill No: 8909867 Spill Date: 1990-01-15 08:00:00 Site ID: 206025 Rcvd Date: 1990-01-15 08:20:00 DER Facility ID: 171089 CAC Date: 1990-07-02 00:00:00 CID: Insp Date: 1990-01-16 00:00:00 Program Type: ER Close Date: 1990-07-09 00:00:00 SWIS Code: 5500 Create Date: 1990-01-16 00:00:00 Contribute Factor. Tank Failure Update Date: 1990-07-09 00:00:00 Water Body: DEC Region: 7 Source: Institutional, Educational,Gov.,Other Lead DEC: CLWARNER Class: B3 Reported by: Responsible Party Meets Std: True Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: True UST Trust: True Caller Remark: "l000 GAL DIESEL TANK DEVELOPED HOLES.SMALL AMOUNT CAME THROUGH FOUNDATION AND LEAKED ONTO GARAGE FLOOR." Dec Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was CWA 01/15/90:REQUESTED GROUNDWATER INVESTIGATION.01/29/90: MONITORING WELLS INSTALLED ON 1-29 AND 1-30.SAMPLES WERE TAKEN.AWAITING TEST RESULTS.01/29/90:MONITORING WELLS INSTALLED ON 1-29 AND 1-30.SAMPLES WERE TAKEN.AWAITING TEST RESULTS. RESULTS SHOWED VERY LITTLE CONTAMINATION. REQUESTED ANOTHER ROUND OF SAMPLING.05/11/90:BUCK LABS TO RESAMPLE WELLS. DETERMINATION FOR FURTHER WORK TO BE MADE UPON RECEIPT OF TEST RESULTS.07/02/90: RECEIVED TEST RESULTS FROM BUCK LABS.ALL RESULTS WELL BELOW GROUNDWATER STANDARDS.NO FURTHER ACTION.SENT LETTER TO TOWN ON 7-9 TELLING THEM NO FURTHER ACTION WILL BE REQUIRED." Material Information OP Unit ID: 936874 Med Air: False OU: 01 Med in Air: False Material ID: 562184 Med GW.• True Material Code: 0008 Med SW False Material Name: diesel Med DW False CAS No: Med Sewer. False Material Family: Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: False Spiller Information Spiller Name: Spiller Zip: Spiller Company: T/DANBY HWY DEPT. Spiller Country: 001 Spiller Address: BALD HILL RD. Contact Name: Spiller City: DANBY Contact Phone: Spiller State: NY Contact Ext: Latitude: Longitude: Tank Test Information erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Spill Tank ID: 1536678 Source: Tank No: Leak Rate: .00 Tank Size: 0 Gross Fail: Material: 0008 Modified by: Spills EPA UST: Last Modified: 2004-10-01 04:00:45.140000000 UST: Test Method: 00 Cause: Alt Test Method: Unknown Site: DANBY ROAD ITHACA COLLEGE DANBY ROAD ITHACA NY LST Spill No: 8602637 Spill Date: 1986-07-22 17:00:00 Site ID: 315249 Rcvd Date: 1986-07-22 17:41:00 DER Facility ID: 254160 CAC Date: CID: Insp Date: Program Type: ER Close Date: 2003-10-23 00:00:00 SWIS Code: 5530 Create Date: 1987-04-21 00:00:00 Contribute Factor: Tank Test Failure Update Date: 2003-10-23 00:00:00 Water Body: DEC Region: 7 Source: Institutional, Educational,Gov.,Other Lead DEC: CSCUIPLY Class: B3 Reported by: Affected Persons Meets Std: False Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: True UST Trust: True Caller Remark: Dec Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was CC//: LINE TEST. FAILURE RATE.336 GALS/HR.NORMAN WALL, ITHACA COLLEGE 607-274-3353." Material Information OP Unit ID: 899902 Med Air: False OU: 01 Med in Air: False Material ID: 565380 Med GW.• True Material Code: 0008 Med SW. False Material Name: diesel Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: .00 Med Subway: False Units: L Med Utility: False Recovered: .00 Oxygenate: Med Soil: False Spiller Information Spiller Name: Spiller Zip: Spiller Company: ITHACA COLLEGE Spiller Country: 001 Spiller Address: Contact Name: Spiller City: Contact Phone: Spiller State: ZZ Contact Ext: Latitude: 42.339209994 Longitude: -76.457945000 Tank Test Information Spill Tank ID: 1530068 Source: Tank No: Leak Rate: .00 Tank Size: 0 Gross Fail: Material: 0008 Modified by: Spills EPA UST: Last Modified: 2004-10-01 04:00:45.140000000 UST: Test Method: 00 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Cause: Alt Test Method: Unknown Site: NYSEG JENNINGS POND RD POLE 13-3 LINE 30 SPENCER NY NY SPILLS Spill No: 1502860 Spill Date: 2015-06-12 19:30:00 Site ID: 509142 Received Date: 2015-06-15 09:08:00 DER Facility ID: 463788 CAC Date: CID: Insp Date: Program Type: ER Close Date: 2015-11-16 00:00:00 SWIS Code: 5434 Create Date: 2015-06-15 09:10:00 Contributing Factor: Equipment Failure Update Date: 2015-11-16 14:46:19.907000000 Water Body: DEC Region: 7 Source: Transformer Lead DEC: CFNORRIS Class: D4 Reported by: Other Meets Std: False Referred to: Penalty: County: Tioga REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "loss to soil,c/u complete" DEC Remark: "Spill to soil.Awaiting report. 10/14/2015 1 called Debbie Dunlap,the NYSEG report contact.She said she would get me an update on spill list by Monday. 10/27/2017 emailed Debbie as follow-up,asking for reports or at least an ETA on when reports would arrive. 11-3-2015 Debbie emailed analytical and incident report.Awaiting disposal report. 11-16-2015 MANIFEST PROVIDED BY NYSEG" Material Information OP Unit ID: 1258435 Med Air: False OU: 01 Med Ind Air: False Material ID: 2261589 Med GIN. False Material Code: 0020A Med SW. False Material Name: transformer oil Med DW.• False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: Med Subway: False Units: G Med Utility: False Recovered: Oxygenate: Med Soil: True Spitler Information Spitler Name: MIKE STEIGERWALT Spitler Zip: Spitler Company: NYSEG Spitler Country: 999 SpillerAddress: JENNINGS POND POLE 13-3 LINE 30 Contact Name: MIKE STEIGERWALT Spitler City: SPENCER Contact Phone: (607)347-2188 Spitler State: NY Contact Ext: Latitude: Longitude: Site: DANBY STATE FOREST MICHIGAN HOLLOW ROAD DANBY NY NY SPILLS Spill No: 9965064 Spill Date: 1999-08-19 10:55:00 Site ID: 291102 Received Date: 1999-08-19 10:55:00 DER Facility ID: 235721 CAC Date: CID: Insp Date: 1999-08-19 00:00:00 Program Type: ER Close Date: 1999-08-19 00:00:00 SWIS Code: 5522 Create Date: 1999-08-23 13:43:00 Contributing Factor: Unknown Update Date: 1999-08-23 00:00:00 Water Body: LAKE OUTLET STREAM DEC Region: 7 Source: Unknown Lead DEC: LARRY? Class: E6 Reported by: DEC erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Meets Std: True Referred to: SHORT TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "APPARENT GASOLINE SHEEN AND ODOR IN STREAM BELOW LAKE ON FINGERLAKES TRAIL AT DIANES CROSSING IN DANBY STATE FOREST." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was LCS 08/19/99 VISITED SITE. NO PETROLEUM ODORS DETECTED.VISIBLE SHEEN WAS BIOLOGICAL IN ORIGIN(IRON BACTERIA).CLOSE SPILL." Material Information OP Unit ID: 1093228 Med Air. False OU: 01 Med Ind Air: False Material ID: 290649 Med GW.• False Material Code: 0009 Med SW True Material Name: gasoline Med DW False CAS No: Med Sewer. False Material Family. Petroleum Med Surf. False Quantity: .00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: False Spitler Information Spitler Name: Spitler Zip: Spitler Company: UNKNOWN Spitler Country: 999 Spitler Address: Contact Name: LAURA STENZLER Spitler City: Contact Phone: (607)539-6893 Spitler State: NY Contact Ext: Latitude: Longitude: Site: ITHACA COLLEGE DANBYRD. ITHACA NY NY SPILLS Spill No: 8906975 Spill Date: 1989-10-16 15:04:00 Site ID: 248376 Received Date: 1989-10-16 16:00:00 DER Facility ID: 203801 CAC Date: 1989-10-16 00:00:00 CID: Insp Date: Program Type: ER Close Date: 1989-10-17 00:00:00 SWIS Code: 5530 Create Date: 1989-10-17 00:00:00 Contributing Factor: Human Error Update Date: 2004-09-30 21:28:29.950000000 Water Body: DEC Region: 7 Source: Institutional, Educational,Gov.,Other Lead DEC: PETERSON Class: Reported by. Responsible Party Meets Std: True Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "SPILL CONTAINED ON CONC.TO BE DISPOSED AS HAZ. MAT." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was GPA 10/03/95:This is additional information about material spilled from the translation of the old spill file:SODIUM DICROMATE" erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Spiller Information Spiller Name: Spiller Zip: Spiller Company: ITHACA COLLEGE Spiller Country: 001 Spiller Address: Contact Name: Spiller City: Contact Phone: Spiller State: ZZ Contact Ext: Latitude: 42.339209994 Longitude: -76.457945000 Site: HILL VIEW MOBIL HOME PARK SOUTH DANBY RD OFF RT 96B DANBY NY NY SPILLS Spill No: 8801906 Spill Date: 1988-03-15 12:00:00 Site ID: 72843 Received Date: 1988-06-01 11:26:00 DER Facility ID: 68657 CAC Date: 1988-06-15 00:00:00 CID: Insp Date: 1988-06-15 00:00:00 Program Type: ER Close Date: 1988-06-15 00:00:00 SWIS Code: 5522 Create Date: 1988-06-07 00:00:00 Contributing Factor: Other Update Date: 1988-08-10 00:00:00 Water Body: DEC Region: 7 Source: Unknown Lead DEC: CSCUIPLY Class: Reported by: Affected Persons Meets Std: True Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "FUEL OIL SPILLED WHILE MOVING TRAILER.CONTAMINATED AREA APPROX 51X 20'." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was CC 06/15/88: POSES NO THREAT TO ENVIRONMENT." Material Information OP Unit ID: 919056 Med Air: False OU: 01 Med Ind Air: False Material ID: 461035 Med GW.• False Material Code: 0001A Med SW. False Material Name: #2 fuel oil Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: .00 Med Subway: False Units: Med Utility: False Recovered: .00 Oxygenate: Med Soil: True Spiller Information Spiller Name: Spiller Zip: Spiller Company: UNKNOWN Spiller Country: 999 Spiller Address: Contact Name: Spiller City: Contact Phone: Spiller State: NY Contact Ext: Latitude: Longitude: Site: ITHACA COL.-FISCAL PLANT DANBY ROAD-FISCAL PLANT ITHACA(TI NY NY SPILLS Spill No: 8909423 Spill Date: 1989-12-29 09:57:00 Site ID: 70421 Received Date: 1989-12-29 10:49:00 DER Facility ID: 66824 CAC Date: 1990-12-29 00:00:00 CID: Insp Date: 1989-12-29 00:00:00 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Program Type: ER Close Date: 1990-12-29 00:00:00 SWIS Code: 5500 Create Date: 1989-12-29 00:00:00 Contributing Factor: Human Error Update Date: 1990-05-04 00:00:00 Water Body: DEC Region: 7 Source: Commercial/Industrial Lead DEC: JEOKESSO Class: Reported by: Affected Persons Meets Std: True Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "DRIVER PLACED HOSE ON FILL PIPE.WENT TO TRUCK TO START PTO. NOTICED HOSE ON GROUND W/GAS COMING OUT.LOST 10 GAL. F.D. PUT DOWN FOAM.CORNELL HAZ.MAT.ON ROUTE." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was JOA 12/29/89:SPOKE W/PEG SERINO.GAS RAN 5 FT.ON GROUND AND THEN HIT PARKING LOT.COLLEGE CONTAINED SPILL." Material Information OP Unit ID: 936598 Med Air. False OU: 01 Med Ind Air: False Material ID: 442591 Med GW.• False Material Code: 0009 Med SW: False Material Name: gasoline Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: 10.00 Med Subway: False Units: G Med Utility: False Recovered: .00 Oxygenate: Med Soil: True Spitler Information Spitler Name: Spitler Zip: 14850 Spitler Company: ANDREE PETROLEUM Spitler Country: 001 Spitler Address: 684 THIRD ST. Contact Name: Spitler City: ITHACA Contact Phone: Spitler State: NY Contact Ext: Latitude: Longitude: Tank Test Information Spill Tank ID: 1536623 Source: Tank No: Test Method: 00 Tank Size: 0 Leak Rate: .00 Material: 0009 Gross Fail: EPA UST: Modified by: Spills UST: Last Modified: 2004-10-01 04:00:45.140000000 Cause: Alt Test Method: Unknown Site: CASELLA TRUCK SOUTH DANBYRD SPENCER NY 14883 NY SPILLS Spill No: 1504774 Spill Date: 2015-08-03 14:00:00 Site ID: 511126 Received Date: 2015-08-03 14:31:00 DER Facility ID: 465675 CAC Date: 2015-08-03 00:00:00 CID: Insp Date: Program Type: ER Close Date: 2015-08-03 00:00:00 SWIS Code: 5522 Create Date: 2015-08-03 14:33:00 Contributing Factor: Equipment Failure Update Date: 2015-08-03 14:42:31.473000000 Water Body: DEC Region: 7 Source: Commercial Vehicle Lead DEC: KCKEMP erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Class: C4 Reported by. Responsible Party Meets Std: False Referred to: Penalty: False County: Tompkins REM Phase: 0 After Hours: False UST Trust: False Caller Remark: "Oil spilled to the roadway.Clean up is in progress." DEC Remark: "Cleaned by Casella personnel using absorbent.Absorbent placed into back of offending vehicle and transported with load to Ontario Cc LF for disposal.Spill closed.KCKemp" Material Information OP Unit ID: 1260387 Med Air. False OU: 01 Med Ind Air: False Material ID: 2263765 Med GW. False Material Code: 0010 Med SW. False Material Name: hydraulic oil Med DW.• False CAS No: Med Sewer. False Material Family. Petroleum Med Surf. True Quantity: 10.00 Med Subway: False Units: G Med Utility: False Recovered: 10.00 Oxygenate: Med Soil: False Spiller Information Spiller Name: ANDREAKUNTZ Spiller Zip: 14561 Spiller Company: CASELLA Spiller Country: 999 Spiller Address: 1897 US 20 Contact Name: ANDREA KUNTZ Spiller City: STANLEY Contact Phone: (585)797-4501 Spiller State: NY Contact Ext: Latitude: Longitude: Site: ITHACA COLLEGE PHYSICAL PLANT DANBY RD. ITHACA NY NY SPILLS Spill No: 9006866 Spill Date: 1990-09-21 17:45:00 Site ID: 315807 Received Date: 1990-09-21 19:30:00 DER Facility ID: 254603 CAC Date: 1990-09-21 00:00:00 CID: Insp Date: Program Type: ER Close Date: 1990-09-24 00:00:00 SWIS Code: 5530 Create Date: 1990-09-24 00:00:00 Contributing Factor: Abandoned Drums Update Date: 2004-09-30 21:28:29.950000000 Water Body: DEC Region: 7 Source: Institutional, Educational,Gov.,Other Lead DEC: CLWARNER Class: Reported by. Responsible Party Meets Std: True Referred to: LONG TERM Penalty: False County: Tompkins REM Phase: 0 After Hours: True UST Trust: False Caller Remark: "MOVING DRUMS AND ONE RUPTURED.F.D.,CORNELL UNIV. HAZ-MAT TEAM ON SITE.SPEEDY DRY APPLIED TO SPILL AND CLEANED UP." DEC Remark: "Prior to Sept,2004 data translation this spill Lead_DEC Field was CWA 09/21/90:SPEEDY DRY APPLIED TO SPILL AND MATERIAL WAS CLEANED UP. 10/03/95:This is additional information about material spilled from the translation of the old spill file: PETRO.DISTILATE." erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Material Information OP Unit ID: 947370 Med Air: False OU: 01 Med Ind Air: False Material ID: 434311 Med GW. False Material Code: 0066A Med SW: False Material Name: unknown petroleum Med DW: False CAS No: Med Sewer. False Material Family: Petroleum Med Surf: False Quantity: 10.00 Med Subway: False Units: G Med Utility: False Recovered: 8.00 Oxygenate: Med Soil: True Spiller Information Spiller Name: Spiller Zip: 14850 Spiller Company: ITHACA COLLEGE Spiller Country: 001 Spiller Address: DANBYRD. Contact Name: Spiller City: ITHACA Contact Phone: Spiller State: NY Contact Ext: Latitude: 42.419836000 Longitude: -76.501617000 Site: NCR Sewer Danby Road Ithaca NY 14850 SHWS Site Code: 387242 Latitude: Site Code(Web): Longitude: HW Code: 755017 Latitude(Web): SWIS: 5530 Longitude(Web): Site Class: N X Coord(Web): Site Class(Web): Y Coord(Web): Program: H W Acres: 63.000 Town: Ithaca Record Added: 2007-09-17 09:21:00 County: Tompkins Record Update: 2009-04-01 12:52:00 Region: 7 Updated by: BRWOLOSE County(Web): Site Class Desc(Web): Site Class Desc: No Further Action at this Time:Sites are given a classification of"N"when: a.the investigation and evaluation of a Class P site results in a determination that contamination at the site does not warrant placing the site on the Registry or it is being addressed under a brownfield program; b.a site was in a brownfield program(BCP, ERP or VCP)or other non-Registry program,remediation was not completed,and the site did not otherwise qualify for listing on the Registry.As an example,this occurs when a volunteer begins a brownfield project and then for economic or other reasons,determines they cannot complete the work and the brownfield project is terminated. If the contamination at the brownfield site qualifies it for placement on the Registry,the Department acts to do so. If the site re-enters a brownfield program,it can be reclassified to Class A(active)to indicate that work has recommenced; c.a site was identified simply as the location(s)where a drum(s)or other discrete waste was at one time present and subsequently removed by DEC or others and, based on the resulting conditions,no need for additional work was apparent;or d.an application to the BCP,ERP or VCP was submitted,and was then withdrawn or terminated before any actions were taken to investigate or remediate the site. Assess DOH: Description: Description Not Available Assessment: Site: NCR Sewer Offsite Danby Road Ithaca NY 14850 SHWS erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Site Code: 387240 Latitude: Site Code(Web): Longitude: HW Code: 755016 Latitude(Web): SWIS: 5530 Longitude(Web): Site Class: N X Coord(Web): Site Class(Web): Y Coord(Web): Program: H W Acres: 9.000 Town: Ithaca Record Added: 2007-09-17 08:36:00 County: Tompkins Record Update: 2008-02-11 11:56:00 Region: 7 Updated by: BRWOLOSE County(Web): Site Class Desc(Web): Site Class Desc: No Further Action at this Time:Sites are given a classification of"N"when: a.the investigation and evaluation of a Class P site results in a determination that contamination at the site does not warrant placing the site on the Registry or it is being addressed under a brownfield program; b.a site was in a brownfield program(BCP, ERP or VCP)or other non-Registry program,remediation was not completed,and the site did not otherwise qualify for listing on the Registry.As an example,this occurs when a volunteer begins a brownfield project and then for economic or other reasons,determines they cannot complete the work and the brownfield project is terminated. If the contamination at the brownfield site qualifies it for placement on the Registry,the Department acts to do so. If the site re-enters a brownfield program,it can be reclassified to Class A(active)to indicate that work has recommenced; c.a site was identified simply as the location(s)where a drum(s)or other discrete waste was at one time present and subsequently removed by DEC or others and, based on the resulting conditions,no need for additional work was apparent;or d.an application to the BCP,ERP or VCP was submitted,and was then withdrawn or terminated before any actions were taken to investigate or remediate the site. Assess DOH: Description: Description Not Available Assessment: erisinfo.com Environmental Risk Information Services Order No: 21040800589 Appendix: Database Descriptions Environmental Risk Information Services(ERIS) can search the following databases. The extent of historical information varies with each database and current information is determined by what is publicly available to ERIS at the time of update. ERIS updates databases as set out in ASTM Standard E1527-13, Section 8.1.8 Sources of Standard Source Information: "Government information from nongovernmental sources may be considered current if the source updates the information at least every 90 days, or, for information that is updated less frequently than quarterly by the government agency, within 90 days of the date the government agency makes the information available to the public." Standard Environmental Record Sources Federal Formerly Utilized Sites Remedial Action Program: DOE FUSRAP The U.S.Department of Energy(DOE)established the Formerly Utilized Sites Remedial Action Program(FUSRAP)in 1974 to remediate sites where radioactive contamination remained from the Manhattan Project and early U.S.Atomic Energy Commission(AEC)operations.The DOE Office of Legacy Management(LM)established long-term surveillance and maintenance(LTS&M)requirements for remediated FUSRAP sites. DOE evaluates the final site conditions of a remediated site on the basis of risk for different future uses. DOE then confirms that LTS&M requirements will maintain protectiveness. Government Publication Date:Mar 4,2017 National Priority List: NPL National Priorities List(Superfund)-NPL: EPA's(United States Environmental Protection Agency)list of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action under the Superfund program.The NPL,which EPA is required to update at least once a year,is based primarily on the score a site receives from EPA's Hazard Ranking System.A site must be on the NPL to receive money from the Superfund Trust Fund for remedial action. Government Publication Date:Feb 23,2021 National Priority List-Proposed: PROPOSED NPL Includes sites proposed(by the EPA,the state,or concerned citizens)for addition to the NPL due to contamination by hazardous waste and identified by the Environmental Protection Agency(EPA)as a candidate for cleanup because it poses a risk to human health and/or the environment. Government Publication Date:Feb 23,2021 Deleted NPL: DELETED NPL The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e),sites may be deleted from the NPL where no further response is appropriate. Government Publication Date:Feb 23,2021 SEMS List 8R Active Site Inventory: SEMS The Superfund Program has deployed the Superfund Enterprise Management System(SEMS),which integrates multiple legacy systems into a comprehensive tracking and reporting tool.This inventory contains active sites evaluated by the Superfund program that are either proposed to be or are on the National Priorities List(NPL)as well as sites that are in the screening and assessment phase for possible inclusion on the NPL.The Active Site Inventory Report displays site and location information at active SEMS sites.An active site is one at which site assessment,removal,remedial, enforcement,cost recovery,or oversight activities are being planned or conducted. Government Publication Date:Jan 28,2021 Inventory of Open Dumps,June 1985: ODI The Resource Conservation and Recovery Act(RCRA)provides for publication of an inventory of open dumps. The Act defines"open dumps"as facilities which do not comply with EPA's"Criteria for Classification of Solid Waste Disposal Facilities and Practices"(40 CFR 257). Government Publication Date:Jun 1985 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 SEMS List 8R Archive Sites: SEMS ARCHIVE The Superfund Enterprise Management System(SEMS)Archived Site Inventory displays site and location information at sites archived from SEMS.An archived site is one at which EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program at this time. Government Publication Date:Jan 28,2021 Comprehensive Environmental Response,Compensation and Liability Information System- CERCLIS CERCLIS: Superfund is a program administered by the United States Environmental Protection Agency(EPA)to locate,investigate,and clean up the worst hazardous waste sites throughout the United States.CERCLIS is a database of potential and confirmed hazardous waste sites at which the EPA Superfund program has some involvement. It contains sites that are either proposed to be or are on the National Priorities List(NPL)as well as sites that are in the screening and assessment phase for possible inclusion on the NPL.The EPA administers the Superfund program in cooperation with individual states and tribal governments;this database is made available by the EPA. Government Publication Date:Oct 25,2013 EPA Report on the Status of Open Dumps on Indian Lands: IODI Public Law 103-399,The Indian Lands Open Dump Cleanup Act of 1994,enacted October 22, 1994, identified congressional concerns that solid waste open dump sites located on American Indian or Alaska Native(AI/AN)lands threaten the health and safety of residents of those lands and contiguous areas.The purpose of the Act is to identify the location of open dumps on Indian lands,assess the relative health and environment hazards posed by those sites,and provide financial and technical assistance to Indian tribal governments to close such dumps in compliance with Federal standards and regulations or standards promulgated by Indian Tribal governments or Alaska Native entities. Government Publication Date:Dec 31,1998 CERCLIS-No Further Remedial Action Planned: CERCLIS NFRAP An archived site is one at which EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program at this time.The Archive designation means that,to the best of EPA's knowledge,assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List(NPL).This decision does not necessarily mean that there is no hazard associated with a given site; it only means that,based upon available information,the location is not judged to be a potential NPL site. Government Publication Date:Oct 25,2013 CERCLIS Liens: CERCLIS LIENS A Federal Superfund lien exists at any property where EPA has incurred Superfund costs to address contamination("Superfund site")and has provided notice of liability to the property owner. A Federal CERCLA("Superfund")lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. This database is made available by the United States Environmental Protection Agency(EPA). Government Publication Date:Jan 30,2014 RCRA CORRACTS-Corrective Action. RCRA CORRACTS RCRA Info is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984. At these sites,the Corrective Action Program ensures that cleanups occur. EPA and state regulators work with facilities and communities to design remedies based on the contamination,geology,and anticipated use unique to each site. Government Publication Date:Jan 22,2021 RCRA non-CORRACTS TSD Facilities: RCRA TSD RCRA Info is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.This database includes Non-Corrective Action sites listed as treatment, storage and/or disposal facilities of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Government Publication Date:Jan 22,2021 RCRA Generator List: RCRA LQG RCRA Info is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984. RCRA Info replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System(RCRIS)and the Biennial Reporting System(BRS). A hazardous waste generator is any person or site whose processes and actions create hazardous waste(see 40 CFR 260.10). Large Quantity Generators(LQGs)generate 1,000 kilograms per month or more of hazardous waste or more than one kilogram per month of acutely hazardous waste. Government Publication Date:Jan 22,2021 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 RCRA Small Quantity Generators List: RCRA SQG RCRA Info is the EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA) of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984. RCRA Info replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System(RCRIS)and the Biennial Reporting System(BRS). A hazardous waste generator is any person or site whose processes and actions create hazardous waste(see 40 CFR 260.10).Small Quantity Generators(SQGs)generate more than 100 kilograms,but less than 1,000 kilograms,of hazardous waste per month. Government Publication Date:Jan 22,2021 RCRA Very Small Quantity Generators List: RCRA VSQG RCRA Info is the EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA) of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.A hazardous waste generator is any person or site whose processes and actions create hazardous waste(see 40 CFR 260.10).Very Small Quantity Generators(VSQG) generate 100 kilograms or less per month of hazardous waste,or one kilogram or less per month of acutely hazardous waste.Additionally,VSQG may not accumulate more than 1,000 kilograms of hazardous waste at any time. Government Publication Date:Jan 22,2021 RCRA Non-Generators. RCRA NON GEN RCRA Info is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984. RCRA Info replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System(RCRIS)and the Biennial Reporting System(BRS). A hazardous waste generator is any person or site whose processes and actions create hazardous waste(see 40 CFR 260.10). Non-Generators do not presently generate hazardous waste. Government Publication Date:Jan 22,2021 Federal Engineering Controls-ECs: FED ENG Engineering controls(ECs)encompass a variety of engineered and constructed physical barriers(e.g.,soil capping,sub-surface venting systems, mitigation barriers,fences)to contain and/or prevent exposure to contamination on a property. This database is made available by the United States Environmental Protection Agency(EPA). Government Publication Date:Aug 26,2020 Federal Institutional Controls-ICs: FED INST Institutional controls are non-engineered instruments,such as administrative and legal controls,that help minimize the potential for human exposure to contamination and/or protect the integrity of the remedy.Although it is EPA's(United States Environmental Protection Agency)expectation that treatment or engineering controls will be used to address principal threat wastes and that groundwater will be returned to its beneficial use whenever practicable, ICs play an important role in site remedies because they reduce exposure to contamination by limiting land or resource use and guide human behavior at a site. Government Publication Date:Aug 26,2020 Land Use Control Information System: LUCIS The LUCIS database is maintained by the U.S. Department of the Navy and contains information for former Base Realignment and Closure(BRAG) properties across the United States. Government Publication Date:Sep 1,2006 Emergency Response Notification System: ERNS 1982 TO 1986 Database of oil and hazardous substances spill reports controlled by the National Response Center.The primary function of the National Response Center is to serve as the sole national point of contact for reporting oil,chemical,radiological,biological,and etiological discharges into the environment anywhere in the United States and its territories. Government Publication Date:1982-1986 Emergency Response Notification System: ERNS 1987 TO 1989 Database of oil and hazardous substances spill reports controlled by the National Response Center.The primary function of the National Response Center is to serve as the sole national point of contact for reporting oil,chemical,radiological,biological,and etiological discharges into the environment anywhere in the United States and its territories. Government Publication Date:1987-1989 Emergency Response Notification System: ERNS Database of oil and hazardous substances spill reports made available by the United States Coast Guard National Response Center(NRC).The NRC fields initial reports for pollution and railroad incidents and forwards that information to appropriate federal/state agencies for response.These data contain initial incident data that has not been validated or investigated by a federal/state response agency. Government Publication Date:Nov 9,2020 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 The Assessment. Cleanup and Redevelopment Exchange System(ACRES)Brownfield Database: FED BROWNFIELDS Brownfields are real property,the expansion,redevelopment,or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant,or contaminant.Cleaning up and reinvesting in these properties protects the environment,reduces blight,and takes development pressures off greenspaces and working lands. This database is made available by the United States Environmental Protection Agency (EPA). Government Publication Date:Jan 6,2021 FEMA Underground Storage Tank Listing: FEMA UST The Federal Emergency Management Agency(FEMA)of the Department of Homeland Security maintains a list of FEMA owned underground storage tanks. Government Publication Date:Dec 31,2017 Facility Response Plan: FRP List of facilities that have submitted Facility Response Plans(FRP)to EPA. Facilities that could reasonably be expected to cause"substantial harm"to the environment by discharging oil into or on navigable waters are required to prepare and submit Facility Response Plans(FRPs). Harm is determined based on total oil storage capacity,secondary containment and age of tanks,oil transfer activities, history of discharges,proximity to a public drinking water intake or sensitive environments. Government Publication Date:Dec 2,2020 Historical Gas Stations: HIST GAS STATIONS This historic directory of service stations is provided by the Cities Service Company. The directory includes Cities Service filling stations that were located throughout the United States in 1930. Government Publication Date:Jul 1,1930 Petroleum Refineries: REFN List of petroleum refineries from the U.S.Energy Information Administration(EIA)Refinery Capacity Report. Includes operating and idle petroleum refineries(including new refineries under construction)and refineries shut down during the previous year located in the 50 States,the District of Columbia, Puerto Rico,the Virgin Islands,Guam,and other U.S.possessions.Survey locations adjusted using public data. Government Publication Date:Jul 10,2020 Petroleum Product and Crude Oil Rail Terminals: BULK TERMINAL List of petroleum product and crude oil rail terminals made available by the U.S. Energy Information Administration(EIA). Includes operable bulk petroleum product terminals located in the 50 States and the District of Columbia with a total bulk shell storage capacity of 50,000 barrels or more, and/or the ability to receive volumes from tanker,barge,or pipeline;also rail terminals handling the loading and unloading of crude oil that were active between 2017 and 2018. Petroleum product terminals comes from the EIA-815 Bulk Terminal and Blender Report,which includes working,shell in operation,and shell idle for several major product groupings.Survey locations adjusted using public data. Government Publication Date:Apr 28,2020 LIEN on Property SEMS LIEN The EPA Superfund Enterprise Management System(SEMS)provides LIEN information on properties under the EPA Superfund Program. Government Publication Date:Jan 28,2021 Superfund Decision Documents: SUPERFUND ROD This database contains a listing of decision documents for Superfund sites. Decision documents serve to provide the reasoning for the choice of(or) changes to a Superfund Site cleanup plan.The decision documents include Records of Decision(ROD), ROD Amendments, Explanations of Significant Differences(ESD),along with other associated memos and files.This information is maintained and made available by the US EPA(Environmental Protection Agency). Government Publication Date:Feb 23,2021 State Registry of Inactive Hazardous Waste Disposal Sites in New York State: SHWS State-and tribal-equivalent CERCLIS.State Superfund Program(Inactive Hazardous Waste Disposal Site Remedial Program)(IHWDS)-Oversees the identification,investigation and cleanup of sites where consequential amounts of hazardous waste exist. These sites go through a process of investigation,evaluation,cleanup and monitoring that has several distinct stages. This list is made available by New York State Department of Environmental Conservation's State Superfund Program. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Government Publication Date:Jan 22,2021 Delisted Registry of Inactive Hazardous Waste Disposal Sites in New York: DSHW This database contains a Registry of Inactive Hazardous Waste Disposal sites which have been removed from New York Department of Environmental Conservation's Environmental Site Remediation database. Government Publication Date:Jan 22,2021 Vapor Intrusion Legacy Site List: VAPOR New York is currently re-evaluating previous assumptions and decisions regarding the potential for soil vapor intrusion exposures at sites.As a result,all past,current,and future contaminated sites will be evaluated to determine whether these sites have the potential for exposures related to soil vapor intrusion.This list is made available by Department of Environmental Conservation's Vapor Intrusion Legacy Site List.This database is state equivalent CERCLIS. Government Publication Date:Dec 31,2018 Solid Waste Facilities and Landfills: SWF/LF Solid Waste Information Management System(SWIMS)is an inventory containing active and inactive facilities throughout the state. This list is made available by Department of Environmental Conservation's Solid Waste Information Management System(SWIMS). Government Publication Date:Dec 31,2020 Inactive Landfill Facilities: LANDFILL INACTIVE List of inactive landfills in the State of New York.This data is made available by the New York State Department of Environmental Conservation(DEC). DEC notes that these are preliminary data and should not be regarded as a complete inventory of all landfills in the State,and also that site locations and attributes are preliminary and should not be relied upon without independent verification. Government Publication Date:Jun 30,2020 Hazardous Substance Waste Disposal Sites: HSWDS A list of sites included in Hazardous Substance Waste Disposal Site Study reports made available by the New York Department of Environmental Conservation Division of Hazardous Waste Remediation. Provides information regarding the evolving status of hazardous substance waste disposal sites in New York. Government Publication Date:Oct 24,2003 Leaking Storage Tanks: LST This database contains records of chemical and petroleum spill incidents.They include leaking aboveground storage tanks or leaking underground storage tanks,with incidents of tank test failures,tank failures and tank overfill. This list is made available by New York State Department of Environmental Conservation's Spill Response Program. Government Publication Date:Mar 9,2021 Delisted County Records: DELISTED COUNTY Records removed from county databases. Records may be removed from the county lists made available by the respective county departments because they are inactive,or because they have been deemed to be below reportable thresholds. Government Publication Date:Dec 1,2019 Delisted Leaking Storage Tanks: DELISTED LST List of Leaking Storage Tank sites which has been removed from New York Department of Environmental Conservation's Spill Response Program Government Publication Date:Mar 9,2021 Underground Storage Tanks-UST-Petroleum Bulk Storage(PBS UST Facilities within the Petroleum Bulk Storage(PBS)that have underground storage tanks.Underground petroleum storage facilities with a combined storage capacity over eleven hundred(1,100)gallons. This list is made available by NewYork Department of Environmental Conservation's Environmental Site Database Search. Government Publication Date:Mar 9,2021 The Bulk Storage Program Database-AST. AST Facilities within the Petroleum Bulk Storage(PBS)that have aboveground storage tanks.Aboveground petroleum storage facilities with a combined storage capacity over eleven hundred(1,100)gallons. This list is made available by New York State Department of Environmental conservation's Petroleum Bulk Storage(PBS)program. Government Publication Date:Mar 9,2021 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Delisted Storage Tanks: DELISTED TANKS List of Storage Tank sites which has been removed from New York Department of Environmental Conservation's Environmental Site Database. Government Publication Date:Mar 9,2021 Petroleum Bulk Storage: TANKS The Bulk Storage Program Database maintains the registrations of active and inactive bulk storage sites statewide.This database includes Petroleum Bulk Storage(PBS)tanks where no information is available on whether they are ASTs or USTs. This list is made available by Department of Environmental Conservation's Petroleum Bulk Storage(PBS)program. Government Publication Date:Mar 9,2021 Chemical Bulk Storage(CBS): CBS Facilities that store regulated hazardous substances in underground tanks."Hazardous substance"means any substance listed as hazardous or acutely hazardous in 6 NYCRR Part 597 or a mixture thereof. This list is made available by Department of Environmental Conservation's Chemical Bulk Storage(CBS)Program. Government Publication Date:Mar 9,2021 Major Oil Storage Facilities(MOSFk- MOSF In 1977,the New York State Legislature passed the"Oil Spill Prevention,Control and Compensation Act"(Article 12 of the Navigation Law).This law regulates all oil terminals and transport vessels operating in the waters of the State which have a storage capacity of 400,000 gallons or more. (Terminals and vessels with a capacity of 400,000 gallons or more are commonly referred to as major oil storage facilities or MOSFs). This list is made available by Department of Environmental Conservation's Major Oil Storage Facility(MOSF)Program. Government Publication Date:Mar 9,2021 Registry of Engineering Controls in New York State: ENG Registry of Engineering Controls in New York State taken from the Environmental Site Remediation Database. Government Publication Date:Jan 22,2021 Registry of Institutional Controls in New York State: INST Registry of Institutional Controls in New York State taken from the Environmental Site Remediation Database. Government Publication Date:Jan 22,2021 Voluntary Cleanup Agreements: VCP New York established its Voluntary Cleanup Program(VCP)to address the environmental,legal and financial barriers that often hinder the redevelopment and reuse of contaminated properties.The Voluntary Cleanup Program was developed to enhance private sector cleanup of brownfields by enabling parties to remediate sites using private rather than public funds and to reduce the development pressures on"greenfield"sites. This list is made available by Department of Environmental Conservation's Voluntary Cleanup Program. Government Publication Date:Jan 22,2021 Environmental Restoration Program Listing ERP Environmental Restoration Program-Provides municipalities with financial assistance for site investigation and remediation at eligible brownfield sites. In an effort to spur the cleanup and redevelopment of brownfields, New Yorkers approved a$200 million Environmental Restoration Fund as part of the $1.75 billion Clean Water/Clean Air Bond Act of 1996(Bond Act). Under the Environmental Restoration Program,the State provides grants to municipalities to reimburse up to 90 percent of on-site eligible costs and 100%of off-site eligible costs for site investigation and remediation activities. This list is made available by Department of Environmental Conservation's Environmental Restoration Program. Government Publication Date:Jan 22,2021 Brownfields Site List(Subset of Site Remediation): BROWNFIELDS Brownfield Cleanup Program was developed to enhance private-sector cleanups of brownfields and to reduce development pressure on"Greenfields".A Brownfield site is real property,the redevelopment or reuse of which may be complicated by the presence or potential presence of a contaminant. Contaminants include hazardous waste and/or petroleum. This list is made available by Department of Environmental Conservation's Brownfield Cleanup Program. Government Publication Date:Jan 22,2021 Tribal Leaking Underground Storage Tanks(LUSTs)on Tribal/Indian Lands: INDIAN LUST LUSTs on Tribal/Indian Lands in Region 2,which includes New York and New Jersey.There are no LUST records in New York at this time. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Government Publication Date:Jan 28,2016 Underground Storage Tanks(USTs)on Indian Lands: INDIAN UST USTs on Tribal/Indian Lands in Region 2,which includes New York and New Jersey. Government Publication Date:Apr 04,2016 Delisted Tribal Leaking Storage Tanks: DELISTED ILST Leaking Underground Storage Tank facilities which have been removed from the Regional Tribal LUST lists made available by the EPA. Government Publication Date:Apr 14,2020 Delisted Tribal Underground Storage Tanks: DELISTED IUST Underground Storage Tank facilities which have been removed from the Regional Tribal UST lists made available by the EPA. Government Publication Date:Apr 14,2020 Count No County databases were selected to be included in the search. Additional Environmental Record Sources Federal PFOA/PFOS Contaminated Sites: PFAS NPL List of sites where PFOA or PFOS contaminants have been found in drinking water or soil. Made available by the Federal Environmental Protection Agency(EPA). Government Publication Date:Mar 1,2021 Facility Registry Service/Facility Index: FINDS/FRS The Facility Registry Service(FRS)is a centrally managed database that identifies facilities,sites,or places subject to environmental regulations or of environmental interest. FRS creates high-quality,accurate,and authoritative facility identification records through rigorous verification and management procedures that incorporate information from program national systems,state master facility records,and data collected from EPA's Central Data Exchange registrations and data management personnel.This list is made available by the Environmental Protection Agency(US EPA). Government Publication Date:Nov 2,2020 Toxics Release Inventory_(TRI)Program: TRIS The EPA's Toxics Release Inventory(TRI)is a database containing data on disposal or other releases of over 650 toxic chemicals from thousands of U. S.facilities and information about how facilities manage those chemicals through recycling,energy recovery,and treatment.One of TRI's primary purposes is to inform communities about toxic chemical releases to the environment. Government Publication Date:Feb 19,2020 Perfluorinated Alkyl Substances(PFAS)Releases: PFAS TRI List of Toxics Release Inventory(TRI)facilities at which the reported chemical is a Per-or polyfluorinated alkyl substance(PFAS)included in the Environmental Protection Agency(EPA)'s consolidated PFAS Master List of PFAS Substances.The EPA's Toxics Release Inventory(TRI)is a database containing data on disposal or other releases of over 650 toxic chemicals from thousands of U.S.facilities and information about how facilities manage those chemicals through recycling,energy recovery,and treatment. Government Publication Date:Feb 19,2020 Perfluorinated Alkyl Substances(PFAS) Water Quality PFAS WATER The Water Quality Portal(WQP)is a cooperative service sponsored by the United States Geological Survey(USGS),the Environmental Protection Agency(EPA),and the National Water Quality Monitoring Council(NWQMC).This listing includes records from the Water Quality Portal where the characteristic(environmental measurement)is in the Environmental Protection Agency(EPA)'s consolidated PFAS Master List of PFAS Substances. Government Publication Date:Jul 20,2020 Hazardous Materials Information Reporting System: HMIRS US DOT-Department of Transportation Pipeline and Hazardous Materials Safety Administration(PHMSA)Incidents Reports Database taken from Hazmat Intelligence Portal, U.S. Department of Transportation. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Government Publication Date:Sep 1,2020 National Clandestine Drug Labs: NCDL The U.S.Department of Justice("the Department")provides this data as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy. Government Publication Date:Oct 5,2020 Toxic Substances Control Act: TSCA The Environmental Protection Agency(EPA)is amending the Toxic Substances Control Act(TSCA)section 8(a)Inventory Update Reporting(IUR)rule and changing its name to the Chemical Data Reporting(CDR)rule. The CDR enables EPA to collect and publish information on the manufacturing, processing,and use of commercial chemical substances and mixtures (referred to hereafter as chemical substances)on the TSCA Chemical Substance Inventory(TSCA Inventory).This includes current information on chemical substance production volumes, manufacturing sites,and how the chemical substances are used.This information helps the Agency determine whether people or the environment are potentially exposed to reported chemical substances.EPA publishes submitted CDR data that is not Confidential Business Information(CBI). Government Publication Date:Apr 11,2019 Hist TSCA: HIST TSCA The Environmental Protection Agency(EPA)is amending the Toxic Substances Control Act(TSCA)section 8(a)Inventory Update Reporting(IUR)rule and changing its name to the Chemical Data Reporting(CDR)rule. The 2006 IUR data summary report includes information about chemicals manufactured or imported in quantities of 25,000 pounds or more at a single site during calendar year 2005. In addition to the basic manufacturing information collected in previous reporting cycles,the 2006 cycle is the first time EPA collected information to characterize exposure during manufacturing,processing and use of organic chemicals.The 2006 cycle also is the first time manufacturers of inorganic chemicals were required to report basic manufacturing information. Government Publication Date:Dec 31,2006 FTTS Administrative Case Listing: FTTS ADMIN An administrative case listing from the Federal Insecticide, Fungicide,&Rodenticide Act(FIFRA)and Toxic Substances Control Act(TSCA),together known as FTTS.This database was obtained from the Environmental Protection Agency's(EPA)National Compliance Database(NCDB).The FTTS and NCDB was shut down in 2006. Government Publication Date:Jan 19,2007 FTTS Inspection Case Listing: FTTS INSP An inspection case listing from the Federal Insecticide, Fungicide,&Rodenticide Act(FIFRA)and Toxic Substances Control Act(TSCA),together known as FTTS.This database was obtained from the Environmental Protection Agency's(EPA)National Compliance Database(NCDB).The FTTS and NCDB was shut down in 2006. Government Publication Date:Jan 19,2007 Potentially Responsible Parties List: PRP Early in the cleanup process,the Environmental Protection Agency(EPA)conducts a search to find the potentially responsible parties(PRPs).EPA looks for evidence to determine liability by matching wastes found at the site with parties that may have contributed wastes to the site. Government Publication Date:Feb 23,2021 State Coalition for Remediation of Drycleaners Listing: SCRD DRYCLEANER The State Coalition for Remediation of Drycleaners(SCRD)was established in 1998,with support from the U.S. Environmental Protection Agency (EPA)Office of Superfund Remediation and Technology Innovation.Coalition members are states with mandated programs and funding for drycleaner site remediation.Current members are Alabama,Connecticut, Florida, Illinois,Kansas,Minnesota,Missouri, North Carolina,Oregon,South Carolina, Tennessee,Texas,and Wisconsin. Government Publication Date:Nov 08,2017 Integrated Compliance Information System(ICIS) ICIS The Integrated Compliance Information System(ICIS)is a system that provides information for the Federal Enforcement and Compliance(FE&C)and the National Pollutant Discharge Elimination System(NPDES)programs.The FE&C component supports the Environmental Protection Agency's(EPA) Civil Enforcement and Compliance program activities.These activities include Compliance Assistance,Compliance Monitoring and Enforcement.The NPDES program supports tracking of NPDES permits, limits,discharge monitoring data and other program reports. Government Publication Date:Jan 6,2021 erisinfo.com I Environmental Risk Information Services Order No: 21040800589 DrvcleanerFacilities: FED DRYCLEANERS A list of drycleaner facilities from Enforcement and Compliance History Online(ECHO)online search.The Environmental Protection Agency(EPA) tracks facilities that possess NAIC and SIC codes that classify businesses as drycleaner establishments. Government Publication Date:Feb 17,2021 Delisted DrycleanerFacilities: DELISTED FED DRY List of sites removed from the list of Drycleaner Facilities(sites in the EPA's Integrated Compliance Information System(ICIS)with NAIC or SIC codes identifying the business as a drycleaner establishment). Government Publication Date:Feb 17,2021 Formerly Used Defense Sites: FUDS Formerly Used Defense Sites(FUDS)are properties that were formerly owned by,leased to,or otherwise possessed by and under the jurisdiction of the Secretary of Defense prior to October 1986,where the Department of Defense(DoD)is responsible for an environmental restoration.This list is published by the U.S.Army Corps of Engineers. Government Publication Date:Jan 28,2020 Former Military Nike Missile Sites: FORMER NIKE This information was taken from report DRXTH-AS-IA-83A016(Historical Overview of the Nike Missile System, 12/1984)which was performed by Environmental Science and Engineering, Inc.for the U.S.Army Toxic and Hazardous Materials Agency Assessment Division. The Nike system was deployed between 1954 and the mid-1970's.Among the substances used or stored on Nike sites were liquid missile fuel(JP-4);starter fluids(UDKH, aniline,and furfuryl alcohol);oxidizer(IRFNA);hydrocarbons(motor oil, hydraulic fluid,diesel fuel,gasoline,heating oil);solvents(carbon tetrachloride, trichloroethylene,trichloroethane,stoddard solvent);and battery electrolyte.The quantities of material a disposed of and procedures for disposal are not documented in published reports.Virtually all information concerning the potential for contamination at Nike sites is confined to personnel who were assigned to Nike sites. During deactivation most hardware was shipped to depot-level supply points.There were reportedly instances where excess materials were disposed of on or near the site itself at closure.There was reportedly no routine site decontamination. Government Publication Date:Dec 1,1984 PHMSA Pipeline Safety Flagged Incidents: PIPELINE INCIDENT A list of flagged pipeline incidents made available by the U.S.Department of Transportation(US DOT)Pipeline and Hazardous Materials Safety Administration(PHMSA).PHMSA regulations require incident and accident reports for five different pipeline system types. Government Publication Date:Jul 7,2020 Material Licensing Tracking System(MLTS) MLTS A list of sites that store radioactive material subject to the Nuclear Regulatory Commission(NRC)licensing requirements.This list is maintained by the NRC.As of September 2016,the NRC no longer releases location information for sites.Site locations were last received in July 2016. Government Publication Date:Aug 5,2020 Historic Material Licensing Tracking System(MLTS)sites: HIST MLTS A historic list of sites that have inactive licenses and/or removed from the Material Licensing Tracking System(MLTS). In some cases,a site is removed from the MLTS when the state becomes an"Agreement State".An Agreement State is a State that has signed an agreement with the Nuclear Regulatory Commission(NRC)authorizing the State to regulate certain uses of radioactive materials within the State. Government Publication Date:Jan 31,2010 Mines Master Index File: MINES The Master Index File(MIF)contains mine identification numbers issued by the Department of Labor Mine Safety and Health Administration(MSHA)for mines active or opened since 1971.Note that addresses may or may not correspond with the physical location of the mine itself. Government Publication Date:Nov 3,2020 Surface Mining Control and Reclamation Act Sites: SMCRA An inventory of land and water impacted by past mining(primarily coal mining)is maintained by the Office of Surface Mining Reclamation and Enforcement(OSMRE)to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977(SMCRA).The inventory contains information on the location,type,and extent of Abandoned Mine Land(AML)impacts,as well as information on the cost associated with the reclamation of those problems.The inventory is based upon field surveys by State,Tribal,and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Government Publication Date:Dec 18,2020 Mineral Resource Data System: MRDS erisinfo.com I Environmental Risk Information Services Order No: 21040800589 The Mineral Resource Data System(MRDS)is a collection of reports describing metallic and nonmetallic mineral resources throughout the world. Included are deposit name,location,commodity,deposit description,geologic characteristics,production,reserves,resources,and references.This database contains the records previously provided in the Mineral Resource Data System(MRDS)of USGS and the Mineral Availability System/Mineral Industry Locator System(MAS/MILS)originated in the U.S.Bureau of Mines,which is now part of USGS. The USGS has ceased systematic updates of the MRDS database with their focus more recently on deposits of critical minerals while providing a well-documented baseline of historical mine locations from USGS topographic maps. Government Publication Date:Mar 15,2006 Uranium Mill Tailings Radiation Control Act Sites: URANIUM The Legacy Management Office of the Department of Energy(DOE)manages radioactive and chemical waste,environmental contamination,and hazardous material at over 100 sites across the U.S.The L.M.Office manages this database of sites registered under the Uranium Mill Tailings Control Act(UMTRCA). Government Publication Date:Mar 4,2017 Alternative Fueling Stations: ALT FUELS List of alternative fueling stations made available by the US Department of Energy's Office of Energy Efficiency&Renewable Energy. Includes Biodiesel stations, Ethanol(E85)stations,Liquefied Petroleum Gas(Propane)stations,Ethanol(E85)stations, Natural Gas stations,Hydrogen stations,and Electric Vehicle Supply Equipment(EVSE).The National Renewable Energy Laboratory(NREL)obtains information about new stations from trade media,Clean Cities coordinators,a Submit New Station form on the Station Locator website,and through collaborating with infrastructure equipment and fuel providers,original equipment manufacturers(OEMs),and industry groups. Government Publication Date:Jan 18,2021 Registered Pesticide Establishments: SSTS List of active EPA-registered foreign and domestic pesticide-producing and device-producing establishments based on data from the Section Seven Tracking System(SSTS).The Federal Insecticide, Fungicide,and Rodenticide Act(FIFRA)Section 7 requires that facilities producing pesticides,active ingredients,or devices be registered.The list of establishments is made available by the EPA. Government Publication Date:Mar 31,2020 Polychlorinated Biphenyl(PCB)Notifiers: PCB Facilities included in the national list of facilities that have notified the United States Environmental Protection Agency(EPA)of Polychlorinated Biphenyl (PCB)activities.Any company or person storing,transporting or disposing of PCBs or conducting PCB research and development must notify the EPA and receive an identification number. Government Publication Date:Nov 19,2020 State Manufactured Gas Plants: MGP A list of former Manufactured Gas Plants(MGP)made available by the New York Department of Environmental Conservation(NYSDEC). From the late 1800's to the mid 1900's,hundreds of manufactured gas plants across New York State supplied homes and industry with fuel. Former MGP structures such as gas holders,tar separators,wells,and tanks were often susceptible to spills and leaks.As a result,these structures were a significant source of contamination from the release of tar and other toxic by-products. Government Publication Date:Oct 16,2019 Spill Incidents Database: NY SPILLS Spill Incidents Database has records dating back to 1978.This database contains records of chemical and petroleum spill incidents. The DEC Spill Response program receives and compiles reports of hazardous material spills occurring anywhere in New York State.These reports are submitted through the Spill Hotline and other mechanisms,and entered by DEC spill response staff into the state's official data base of Spill Incidents Reports. This list is made available by New York State Department of Environmental Conservation's Spill Response Program. Government Publication Date:Mar 9,2021 PFAS Remedial Sites: PFAS CONTAM List of sites being addressed under one of the New York Department of Environmental Conservation(DEC)Division of Environmental Remediation (DER)'s remedial programs,where the waste or contaminant of concern is a Per-or polyfluorinated alkyl substance(PFAS)included in the Environmental Protection Agency(EPA)'s consolidated PFAS Master List of PFAS Substances. Government Publication Date:Jan 22,2021 Per-and Polyfluoroalkyl Substances(PFAS): PFAS erisinfo.com I Environmental Risk Information Services Order No: 21040800589 A list of sites surveyed by the New York Department of Environmental Conservation to determine locations that manufacture,use,store,or release into the environment materials containing Per-and Polyfluoroalkyl Substances(PFAS). Per-and Polyfluoroalkyl Substances(PFAS)are a group of chemicals used to make fluoropolymer coatings and products that resist heat,oil,stains,grease,and water.Some PFAS are difficult to break down and persist in the environment that may cause harm to the public.This list is made available by the Department of Environmental Conservation of New York State. Government Publication Date:Jan 16,2019 Landfill Investigations PFAS Sampling Results: PFAS LANDFILL A list of inactive landfill sites that have been investigated for Per-and Polyfluoroalkyl Substances(PFAS)in the state of New York made available by the New York State Department of Environmental Conservation. Government Publication Date:Jun 30,2020 Registed Dry Cleaner Facilities: DRYCLEANERS The Division of Air Resources of the Department of Environmental Conservation(DEC)tracks all registered dry cleaner facilities. Government Publication Date:Mar 9,2021 Delisted Dry Cleaner Facilities: DELISTED DRYCLEANERS Sites removed from the list of dry cleaner facilities registered with the Department of Environmental Conservation(DEC)'s Division of Air Resources. Government Publication Date:Mar 9,2021 Hazardous Waste Manifest-Facilities: NY MANIFEST List of facilities located in New York that are included in the Hazardous Waste Manifest Data Downloads Location Address data file made available by the New York Department of Environmental Conservation(DEC),with which no manifests are associated.The Hazardous Waste Manifest Data made available by the NY DEC is compiled from hazardous waste manifest shipments to,from,or within New York State.The Bureau of Program Management,in the Division of Environmental Remediation,is responsible for maintaining hazardous waste manifest records. Government Publication Date:Feb 22,2021 Receivers from Hazardous Waste Manifests: REC MANIFEST List of receiver facilities located in New York that are included in the Hazardous Waste Manifest Data Downloads Location Address data file made available by the New York Department of Environmental Conservation(DEC),which are identified as a receiver in associated manifests.The Hazardous Waste Manifest Data made available by the NY DEC is compiled from hazardous waste manifest shipments to,from,or within New York State.The Bureau of Program Management,in the Division of Environmental Remediation,is responsible for maintaining hazardous waste manifest records. Hazardous Waste Code Descriptions are from NY Part 371.4(6 CRR-NY 371.4)Identification and Listings of Hazardous Waste,unless otherwise noted. Government Publication Date:Feb 22,2021 Generators from Hazardous Waste Manifests: GEN MANIFEST List of generator facilities located in New York that are included in the Hazardous Waste Manifest Data Downloads Location Address data file made available by the New York Department of Environmental Conservation(DEC),which are identified as a generator in associated manifests.The Hazardous Waste Manifest Data made available by the NY DEC is compiled from hazardous waste manifest shipments to,from,or within New York State.The Bureau of Program Management,in the Division of Environmental Remediation,is responsible for maintaining hazardous waste manifest records.Hazardous Waste Code Descriptions are from NY Part 371.4(6 CRR-NY 371.4)Identification and Listings of Hazardous Waste,unless otherwise noted. Government Publication Date:Feb 22,2021 New York City E-Designated Sites: E DESIGNATION List of sites with an E-Designation-a NYC zoning map designation that indicates the presence of an environmental requirement pertaining to potential hazardous materials contamination,window/wall noise attenuation,or air quality impacts on a particular tax lot.The New York City Office of Environmental Remediation administers the E-Designation Environmental Review Program to avoid significant adverse impacts to human health or the environment through exposure to these hazards. Government Publication Date:Jul 30,2020 Tier 2 Report: TIER 2 A list of Tier 2 facilities in the state of New York.This is a list of facilities which have reported hazardous substances provided by Homeland Security and Emergency Services. Government Publication Date:Jan 28,2019 NY DEC Projects of Interest: PROJECTS A list of permits for notable projects -permit applications that have received a lot of public attention-made available by the New York Department of Environmental Conservation(DEC). erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Government Publication Date:Jan 14,2021 Tribal No Tribal additional environmental record sources available for this State. County No County additional environmental record sources available for this State. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 Definitions Database Descriptions:This section provides a detailed explanation for each database including:source, information available,time coverage,and acronyms used. They are listed in alphabetic order. Detail Report:This is the section of the report which provides the most detail for each individual record. Records are summarized by location,starting with the project property followed by records in closest proximity. Distance:The distance value is the distance between plotted points, not necessarily the distance between the sites' boundaries. All values are an approximation. Direction:The direction value is the compass direction of the site in respect to the project property and/or center point of the report. Elevation:The elevation value is taken from the location at which the records for the site address have been plotted. All values are an approximation. Source: Google Elevation API. Executive Summary:This portion of the report is divided into 3 sections: 'Report Summary'-Displays a chart indicating how many records fall on the project property and,within the report search radii. 'Site Report Summary'-Project Property'-This section lists all the records which fall on the project property. For more details, see the 'Detail Report' section. 'Site Report Summary-Surrounding Properties'-This section summarizes all records on adjacent properties, listing them in order of proximity from the project property. For more details,see the'Detail Report'section. Map Key The map key number is assigned according to closest proximity from the project property. Map Key numbers always start at#1. The project property will always have a map key of'1'if records are available. If there is a number in brackets beside the main number,this will indicate the number of records on that specific property. If there is no number in brackets,there is only one record for that property. The symbol and colour used indicates'elevation': the red inverted triangle will dictate'ERIS Sites with Lower Elevation', the yellow triangle will dictate 'ERIS Sites with Higher Elevation'and the orange square will dictate'ERIS Sites with Same Elevation.' Unplottables:These are records that could not be mapped due to various reasons, including limited geographic information. These records may or may not be in your study area,and are included as reference. erisinfo.com I Environmental Risk Information Services Order No: 21040800589 LaBeLLa I'uvvC:Ied by partnership. Appendix 2 Historical information Privileged and Confidential E=' R I S FIRE INSURANCE MAPS Project Property: 2211481 Bald Hill Road Ithaca NY 14850 Project No: Requested B : LaBella Associates Order No: 21040800589 Date Completed: April 08, 2021 Please note that no information was found for your site or adjacent properties. Environmental Risk Information Services A dwsron of Glacier Media Inc. 1 .866.517.5 04 info erisinfo.com erisinfacom 1895 Topographic Map 41 r N LaBella Powered by partnership. 1900 Topographic Map 1 I T 4 1 5 L N LaBella Powered by partnership. 1906 Topographic Map � anb� LaBeRa Powered by partnership 1949 Topographic Map jai- • 120 `. D *•. # ■ ig ti � * + — Sx �y I i • Y i 1278 ` �. _- N LaBella Powered by partnership. gw--.m E=' R I a ze% CITY DIRECTORY Project Property: 2211481 Bald Hill Road Ithaca, NV 14850 Project No: Requested By: LaBella Associates Order No: 21040800589 Date Completed: April 13,2021 Environmental Risk Information Services A division of Glacier Media Inc. 1.866.517.5204 info@erisinfo.com erisinfo.com April 13,2021 RE:CITY DIRECTORY RESEARCH 2211481 Bald Hill Road Ithaca,NY Thank you for contacting ERIS for an City Directory Search for the site described above.Our staff has conducted a reverse listing City Directory search to determine prior occupants of the subject site and adjacent properties.We have provided the nearest addresses(s)when adjacent addresses are not listed.If we have searched a range of addresses,all addresses in that range found in the Directory are included. Note:Reverse Listing Directories generally are focused on more highly developed areas.Newly developed areas may be covered in the more recent years,but the older directories will tend to cover only the"central'parts of the city.To complete the search,we have either utilized the ACPL,Library of Congress,State Archives,and/or a regional library or history center as well as multiple digitized directories.These do not claim to be a complete collection of all reverse listing city directories produced. ERIS has made every effort to provide accurate and complete information but shall not be held liable for missing,incomplete or inaccurate information.To complete this search we used the general range(s)below to search for relevant findings.If you believe there are additional addresses or streets that require searching please contact us at 866-517-5204. Search Criteria: 1-150 of Bald Hill Road 1-150 of Lieb Road 1800-1850 of Danby Road 700-780 of Comfort Road Search Results Summary Date Source Comment 2018 DIGITAL BUSINESS DIRECTORY 2014 DIGITAL BUSINESS DIRECTORY 2010 DIGITAL BUSINESS DIRECTORY 2006 DIGITAL BUSINESS DIRECTORY 2002 DIGITAL BUSINESS DIRECTORY 1998 DIGITAL BUSINESS DIRECTORY 1960 MANNINGS 1956 MANNINGS 1951 MANNINGS 1946 MANNINGS 1940 MANNINGS 1935 MANNINGS 1930 MANNINGS 1925 MANNINGS Environmental Risk Information Services A division of Glacier Media Inc. 1.866.517.5204 info@erisinfo.com erisinfo.com SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS .- NO LISTING FOUND FOR THIS YEAR... NO LISTING FOUND FOR THIS YEAR... gp 2 Report ID:21040800589-4/13/2021 www.e,isinfo.com ROAD 2018 LIEB ROAD' SOURCE:DIGITAL BUSINESS DIRECTOR SOURCE.'DIGITAL BUSINESS DIRECTORY -AIIIIIIIIIIIIIIIIIIIIIIII 1850 LANE'S AUTOMOTIVE...Automobile Parts&Supplies-retail-new NO LISTING FOUND FOR THIS YEAR... 1850 LANE'S AUTOMOTIVE...Automobile Repairing&Service 1850 LANE'S AUTOMTV...Automobile Air Conditioning Equipment 1850 LANE'S AUTOMTV...Enginesrebuilding&Exchanging 1850 PARK RIDE...Park&Ride gp 3 Report ID:21040800589-4/13/2021 www.erisinfo.com SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE:DIGITAL BUSINESS DIRECTORY 39 UNCLE BILLS ANTIQUES...Used Merchandise Stores NO LISTING FOUND FOR THIS YEAR... gp 4 Report ID:21040800589-4/13/2021 www.e,isinfo.com 2014 . . ROAD' SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE:DIGITAL BUSINESS DIRECTORY 1830 DANBY TOWN COURT...Courts 62 ITHACA SHEEPSKIN SANDAL...LUggage&Leather Goods Stores 1830 DANBY ZONING OFFICE...Urban&Rural Development Administration 1850 LANE'S AUTOMTV...Automotive Parts&Accessories Stores 1850 LANE'S AUTOMTV...Automobile Air Conditioning Equipment 1850 LANE'S AUTOMTV...Automobile Parts&Supplies-retail-new gp 5 Report ID:21040800589-4/13/2021 www.erisinfo.com DIRECTORYSOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS 39 UNCLE BILLS ANTIQUES...Used Merchandise Stores NO LISTING FOUND FOR THIS YEAR... gp 6 Report ID:21040800589-4/13/2021 www.e,isinfo.com 2010 DANBY ROAD 2010 LIEB ROAD' SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS DIRECTORY -AIIIIIIIIIIIIIIIIIIIIi 1830 DANBY TOWN CLERKS OFFICE...Legislative Bodies NO LISTING FOUND FOR THIS YEAR... 1830 DANBY TOWN COURT...courts 1830 DANBY TOWN SUPERVISOR...Legislative Bodies 1830 DANBY ZONING OFFICE...Urban&Rural Development Administration 1850 LANES AUTOMOTIVE...General Automotive Repair gp r Report ID:21040800589-4/13/2021 www.erisinfo.com DIRECTORYSOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS 39 UNCLE BILLS ANTIQUES...Used Merchandise Stores NO LISTING FOUND FOR THIS YEAR... gp 8 Report ID:21040800589-4/13/2021 www.e,isinfo.com 00. DANBY ROAD 2006 LIEB ROAD' SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS DIRECTORY 1830 DANBY TOWN CLERKS OFFICE...Legislative Bodies NO LISTING FOUND FOR THIS YEAR... 1830 DANBY TOWN COURT...courts 1830 DANBY TOWN SUPERVISOR...Legislative Bodies 1830 DANBY ZONING OFFICE...Urban&Rural Development Administration 1850 LANES AUTOMOTIVE...General Automotive Repair gp 9 Report ID:21040800589-4/13/2021 www.erisinfo.com DIRECTORYSOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS 39 UNCLE BILL'S ANTIQUES...Antiques NO LISTING FOUND FOR THIS YEAR... gage.-.10 Report ID:21040800589-4/13/2021 www.e,isinfo.com 00 DANBY ROAD 2002 LIEB ROAD' SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS DIRECTORY 1830 DANBY COMMUNITY COUNCIL... 56 ITHACA ZEN CTR... 1830 DANBY TOWN CLERK'S OFFICE...Legislative Bodies Level Of Government 1830 DANBY TOWN COURT...Courts,Level Of Government 1830 DANBY TOWN SUPERVISOR...Legislative Bodies Level Of Government 1830 DANBY ZONING OFFICE...Urban And Community Development Level Of Government 1850 LANE'S AUTOMOTIVE...Engine Repair age 11 Report ID:21040800589-4/13/2021 www.erisinfo.com SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS .- NO LISTING FOUND FOR THIS YEAR... NO LISTING FOUND FOR THIS YEAR... Page 12 Report ID:21040800589-4/13/2021 www.erisinfo.com 1998 DANBY ROAD 1998 LIEB ROAD' SOURCE:DIGITAL BUSINESS DIRECTORY SOURCE.'DIGITAL BUSINESS DIRECTORY 1830 DANBY TOWN OF TOWN CLERKS OFC... 56 ITHACA ZEN CENTER STUDY... 1830 DANBY TOWN OF ZONING OFC... 1849 J&J VACUUM REPAIR...Electrical Repair Shops 1850 BENJAMINS USED CARS...New And Used Car Dealers 1850 LANES AUTOMOTIVE...General Automotive Repair Shops Page.-.13 Report ID:21040800589-4/13/2021 www.erisinfo.com SOURCE:MANNINGS SOURCE.,MANNINGS STREET NOT LISTED STREET NOT LISTED age 14 Report ID:21040800589-4/13/2021 www.erisinfo.com 1960 i LIEB ROAD SOURCE.MANNINGS SOURCE.,MANNINGS 1172 Cu1 B u)a i t @ STREET NOT LISTED 1173 Alexander Ozots Q @ 1180 Samuel Matychak o 1185 Mrs Cora L Ayres 4 @ 1737 C E Beach & Son, refrigera- tion gage.-.15 Report ID:21040800589-4/13/2021 www.e,isinfo.com STREET NOT LISTED STREET NOT LISTED gage.-.16 Report ID:21040800589-4/13/2021 www.e,isinfo.com 1956 DANBYROAD 1956 LIEB ROAD - - - - f 1 rn 1048 Arthur E Parkin 4-083 V STREET NOT LISTED 1058 Gostan Gostanian 4-1325 Co. 1060 Mrs Pearl Johnson 4-2220 1060 Mrs Peari Johnson, tourists 1080 Jesre Smith, used oars 1080 Smith's 'rreman Lake 4-063 2 1103 Peters Service Station S► Grocery 4-6840 1080 Walker Smith 4-0632 --- W King rd ends 1082 Wiliam D Kemp 4-0 i 53 t�? 1123 James Aston 44245 1156 Ployd R Stout 4-3011 1157 George C Schempp 3454 Page 17 Report ID:21040800589-4/13/2021 www.erisinfo.com SOURCE:MANNINGS SOURCE:MANNINGS STREET NOT LISTED STREET NOT LISTED Page 18 Report ID:21040800589-4/13/2021 www.e,isinfo.com ROAD 1951 LIEB ROAD' NO LISTINGS IN RANGE STREET NOT LISTED gage.-.19 Report ID:21040800589-4/13/2021 www.e,isinfo.com SOURCE:MANNINGS SOURCE.,MANNINGS STREET NOT LISTED STREET NOT LISTED Page 20 Report ID:21040800589-4/13/2021 : www.erisinfo.com ROAD 1946 LIEB ROAD' NO LISTINGS IN RANGE STREET NOT LISTED Page 21 Report ID:21040800589-4/13/2021 : www.erisinfo.com SOURCE:MANNINGS SOURCE.,MANNINGS STREET NOT LISTED STREET NOT LISTED Page 22 Report ID:21040800589-4/13/2021 : www.erisinfo.com ROAD 1940 LIEB ROAD' NO LISTINGS IN RANGE STREET NOT LISTED Page 23 Report ID:21040800589-4/13/2021 : www.erisinfo.com SOURCE:MANNINGS SOURCE.,MANNINGS STREET NOT LISTED STREET NOT LISTED Page 24 Report ID:21040800589-4/13/2021 : www.erisinfo.com ROAD 1935 LIEB ROAD' NO LISTINGS IN RANGE STREET NOT LISTED Page 25 Report ID:21040800589-4/13/2021 : www.erisinfo.com SOURCE:MANNINGS SOURCE.,MANNINGS STREET NOT LISTED STREET NOT LISTED Page 26 Report ID:21040800589-4/13/2021 : www.erisinfo.com ROAD 1930 LIEB ROAD' STREET NOT LISTED STREET NOT LISTED Page 2] Report ID:21040800589-4/13/2021 : www.erisinfo.com SOURCE:MANNINGS SOURCE.,MANNINGS STREET NOT LISTED STREET NOT LISTED Page 28 Report ID:21040800589-4/13/2021 : www.erisinfo.com ROAD 1925 LIEB ROAD' STREET NOT LISTED STREET NOT LISTED Page 29 Report ID:21040800589-4/13/2021 : www.erisinfo.com LaBeLLa I'uvvc:Ied by partnership. Appendix 3 Aerial Photographs Privileged and Confidential E=' R I S HISTORICAL AERIALS Project Property: 221141 Bald Hill Road Ithaca NY 14850 Requested By: LaBella Associates Order No: 21040800589 Data Completed : April 1 , 0 1 Environmental Risk Information Services A dfvrsbn of Glacier M6cd?a Inc. 1 ,866,517.5 04 infe erisinfo.com erisinfacorn Date Source Scale Comments 1938 Agriculture and Soil Conservation Service 1" to 7C0' ADJACENT FRAME NOT AVAILAB 1944 Agriculture and Soil Conservation Service 1" to 700' ADJACENT FRAME NOT AVAILAB 1954 Agriculture and Boil Conservation Service 1" to 7CC' BEST COPY AVAILABLE 1957 Army Mapping Service 1" to 7CC' Best Copy Available 1960 United States Air Fcme 1" to 7CC' Adjacent Frame Unavailable 1965 Agriculture and Soil Conservation Service 1" to 7CC' 1950 US Geological Survey 1" to 7CC' 1974 US Geological Survey 1" to 7CC' 1980 US Department of Agriculture 1" to 7CC' Adjacent Frame Unavailable 1991 US Department of Agricrilture 1" to 7CC' 1995 US Geological Survey 1" to 7CC' 2002 U S Geological SLlrvey 1" to 7CC' 2006 National ArgriCLIIture Information Program 1" to 7CC' 2008 National ArgrifL1ItLire Information Program 1" to 700' 2009 National Agriculture Information Program 1" to 7CG' 2011 National Agriculture Information Program 1" to 7CC' 2013 National Agriculture Information Program 1" to 7CC' 2015 National Agriculture Information Program 1" t-�) 7CC' 017 National Agriculture Information Program 1" to 7CC' 2019 National Agriculture Information Program 1" to 7CC' Environmental Risk Information Services A dfvrsrort of Glacier ed?a Inc. 1 .SB6.517,5 04 infe erisinfo.com erisinfo,com .5 F : ;. * Approximate ike Area a � { .I *Mir* ' t T. x r t „W .FY i Year:19 8 Addreaa:Bald Hill Road. Ithaca, NY Order No: 1040800689 Source:ASCS Approx Denter;4 -861974641-76,494487 cale:l" to 700' COM merl I-LADJAC ENT FRAME NOT AVAILABLE a R 1 t ice• 7 't•; # aka� x•yK_ � � —. � •F�� 44.4s ��Y7.� �4 � �. -.M1- ++ 15 If N bw Approximate site Area 1 fi F 7 Lj it } ' c -Pow Year.1944 Addreas:Bald Hill Road. Ithaca, NY Order No: '1040800589 Source;AB S Approx entcr:4 .361974641-76,484 487 scale-11"I to 700' om rnen LADJAC ENT FRAME NOT AVAILABLE 0 # + - x i{it 4- ! % A ' IL p tAj ;,, w r 77� k iL r ll4 x 44 N. IVA • Yea r:1954 Addre s:Bald Hill Road, Ithaca, NY Order No: 1040800589 Source;AS S Approx Center:42.351974641-76.4942487 Scale:l" to 700' cmment:BET COPS' AVAILABLE E emu, Approximate Site Area MW . +ti,.: ` { t .. r'rY .Mtire•'-.4+at i yr` ,ri - .- k _ Year:1957 Address:Bald Hill Road. Ithaca} NY Order No-. 1040800589 Source-AMS Approx Center:423511974641-76.4942487 Scale:l" to 700' Urnrnerll:Besl COPY Available a " t L ' 1 17. _ Approximate Site Area 1 Year:1960 Address:Bald Hill Road. Ithaca, IVY Order No: 1040800b89 ource;UBAF Approx Center.42.35197464)-76.4942487 cale:l" to 700' , Comment-Adjacent Frame Unavailable 0 * x r s IL Approximate Site Area PC. i * 4 ki w ?74 • irk .F ';�.. .,�+-" . A 'Its i.�' ,� r. ••,r_ k�_�' � �4. *.y : ..:�*' � , . r0 •�h ��, ! • rt � +ti Wit.' .R.� f yY !k l�+r Year'1965 Address:Bald Hill Road, Ithaca, NY Order No:210408005P.9 Source:ASCS Approx Center:42.351974642-76.4942487 cale:l" to 700' Comment: a x ApAl 1.9 1" AT, 13. -A. — r Approximate Site Area - F: pm t ' Y y� ' IY•T'r iy. . xsY. 't�. 1'ear:l968 Address:Bald Hill Road. Ithaca, IVY Order No: 1040800589 ot�rce:USGS Approx enter:4 .361974641-76,484 487 Scale-,l" to 700' Comment: E F - t r r. ' r . 4 � x M1.. :,"", � - Approximate ike Area 1 f 171r kk VJIV RP 1 iCk 444 IL Year:1974 Addre a:Bald Hill Road. Ithaca, NY Order No: 1040800589 Source:USGS Approx Center:42.35197464)-76.4942487 cale:l" to 700' UfT1MeFil: E � - &pp m»mmeS■eama � �» �■ �` ` � - � . § y . ��,� - � , . 1�� _� , • � . '® 21 4- � !� . \ : ■ ' y Z � ' . YeBEl §80 Add S B8m Hill Road, Ithaca, NY Order No:210408DO589 Sour e:USDA Approx Cep erk2.3519746 -76.4942487 SCa|@d" t 700' Corn mentAgacen| Fra me Unavailable E R �� • F pif 7 JF • r�. Approximate Site Area } ��ll44}} +++� • • �. � �' 'fit �. •t �f. 'err " 'r} F, + •,,,._. "� J / Y r lop 4 + ! ' ti r y r p . .4 r "if F r 4 S } • r �- Year:1991 Addreaa:Bald Hill Road. Ithaca, NY Order No: 1040800689 ource;UBDA Approx Center:42.35197464)-76.4942487 cale:l" to 700' Comment: E AL dt a r# • � * '. :€� � � ' � ' ;� '1•"; -� �• ice` � +�'��• r. jpx_ 5 y •� w� r" . t Approximate Site area � + Oil AN 06 00 T . { r # } I f :?! dr / # A x do AC 44 Year:1995 Addre s:Bald Hill Road. Ithaca, NY Order No: '1040800689 ouree;UB GS Approx Center:42.351974641-76.4942487 cale:11" to 700' UFT1FTleFlL E E " Aftlkl k. 4 4 f T r 1 �tl 4 dk '4 M i yet.. 4' F h { Approximate Site Area 1'�#. 7L,'.S. .. Sl i � .k'i. 'Y � ' ` ; ottiy � # �'. `'}'�r:' rr, "Y•' �' o-Y ? 41'' .,s,i IF :�'.. 4*149. + • � ^M1 '� M1� .� ��� .- `wry" ,�+' ''�'r:� '�. '�`�b ,� • r Year.2002 Addresa:Bald Hill Road. Ithaca, NY Order No:21040800689 ouree;US S Approx Center:42351974641-76.4942487 Scale:l" to 700' ()FT1F11eFit: E Bni lnrh ,k ,, t • — S w i S 5 Approximate Site Area F 4k - - - .- - - :- - • - .--. 4 Year;2006 Addre a:Bald Hill Road. Ithaca, NY Order No:21040800689 Souree;NAIP Approx Center:42_351974641-76.4942487 Scale-lip' to 700' Y~ t _ f Pnb Inch •. �YS�> � r M1 .. .' � � �h •� � +•h * tip* �t+` i -� { .�- a,y lLdk— Approximate Site Area v,!J:'' � i � - ]# ,tin. " �'�`k. � 1., �W "'.,4.L.� y., �•,.4 ak'f w ;�'M-',�r._ -r •� •may " . �'_ .F ; _.ti, K "1,ti Y'_ { i. "4 'Y�.�` ar.* {"�'�y' ' ''' }M1• - L, lh;tax"• -jx~ T4�' '}R "r"Y.3 y+�ti 4 *."-. _try' } Ir µ 4} . i lop y� Y J. Year. 008 Address:Bald Hill Road. Ithaca, IVY Order No:21040800589 ource;NAIP Approx Center:42.351974641-76.4942487 Scale:l"I to 700' Comment: E F :., pno nth _ l � 47 4 64 s 4' ��d w`{?F�;I �•r '���Y<�y_ 1��` * NL It *� r.�a� '�r 'r��'}f� .s• �/ �L'. '+�''4. .�' '„ ii�i' ' kt .ryx;.i��#,',�, � • r _ � � % f '•I' Lr .'� '. �; ram,i � � c.' ,��+•,�' �� ��: I � �r� �5� ` ' i,�. • � - .f� �. - . •a ~t � r} f, r '. r' S'.. /,*, y�` '.��r � .r . i.,.+ .r ."�7 t y r ' '.er d, t Y�r •ry $� v : i` dti' +'•{ !F {x.. � } w r ,,�#T4 ,'' f F i,� , Approximate Site Area y � i ~���{,+� `' '+r��'s'.��L• � ��;;9'�"i:J~ � + fir "- 'f; .- - ' .• ti e•k .J'# - '�`r +I4sISY '' � ;yip y ? �'�. � ��. . ''.� i� G °' p:• 1` �-'� .+. {}• fi" �• r ,;' . r�' w h• f L it A. * T .. t Year; 009 Address:Bald Hill Road. Ithaca, NY Order No: 1040800589 Sou rce-NAIP Approx Center:42351974641-76.4942487 cale:l rl to 700' � �: • ,� �r, � t- ��� k .rye,,, x 61 pi { +•3' �'. y „ram Approximate Site Area jr 0 .} f 7 ..� � 5 t"� LflRi�7.' :�*•v �:L �.Sx;•- y;. 3�"': let - '���# } �;�#++'+' ;� �� �; "-`y-. y .r•' �",fir ,x_.. i� �# :.a1 y T a dkr OL Ar lop L% Nib. OIL% .* ` r'• '* of.�� J -" .�* ��1'� • + 1 Year: 011 Addre a:Ba.ld Hill Road. Ithaca, NY Order No: 1040800689 ouree:NAIP Approx Center:42351974641-76.4942487 cale:l" to 700' IA' ��'',0'6�'�i d' ~" �k. •i ' _ �,F�Y."ii �` .•f. r�.qi'.T, ; t, Jf . .�•' � ;F M1 r./.M1'}' 's',,y4 L' - r i {} 41,i lay f � f _ i f IL AW � r E74 }Tv�ilil'1�k�'x ''�'•• _ a Approximate Site Area oil { s 1'ear;2018 Address:Bald Hill Road. Ithaca, NY Order No:21040800689 Souree;NAIP Approx Center:42351974641-76.4942487 cale:l to 700' omrr�enl: M " 1 • �' iM1 {•'� ` ft -jot Rbh.- r . ,�y'�_ .' ,f�. .x 4�. _ l�lRY2.•'�~+fir: �. 1 • Approximate Site Area will,: �€�. M` �'` l+�.w'r .�',<�}__�:�" - '.Jf'r• ��:Lri �:� -,e. � `.���: ►.` f`-'tiXc +y #._Y 5. _.� . f fr 5 i ro�ati 5 J. � {F x Year: 01 Address:Bald Hill Road. Ithaca, NY Order No:2104080068 Souree:NAIP Approx Center:42.351974641-76.4942487 cale:l" to 700' Comment: 0 " 1 0 � kn � �* � Ste'' .,� ,t.+i.r_.. '_t � .�y�'.`Ff'r}J , a L, -#'. i� �1• a,ra � _T- f IL "w. 4 � .� '�' � ••is� -' � �I '� ��' ry'# � ;� 'r�M' �nn! PL x�xfG.f Approximate Site Areaart '* # pq:� -.4 Tn JA r ti l u w z x r IF Wi It '`"� 'emu-'M��•. �t�*, _. f��;y `*"`�ti '�. .+3 - - r.e t,�' �t 'k �,'�� *'3. •.r .� ��.,.,, � .�' _ � � �;`� �� 'fir � �ti�•���=� ,�"" � � +4s -�" _ `r��a•_4�-�S.y�- ."-.�.- ire �,k" yF'�r.+,'._', � - + ��.. Year; 017 Address:Bald Hill Road. Ithaca, NY Order No: 1040800689 Source-NAIP Approx Center:42351974641-76.4942487 Scale:l" to 700' orr merit: E M1.; t , .► .-'VL)7,,-,tip +l,- .w ` } '. y _._.lv;' '' � ' ►,e�'w.,T . -,tip ._. w�.. s ''r` lip iw *'fix r{ 3. - '` t •* wow lk L-, ,� #-i. •GIs l! t Id lb sk wieW R ;.r � :•, ;. Approximate Site Ares � �'. - �, "'f�k - ;:'fir*� ..aT 5'." ^5.� '" ' �`*^'y", •�.t�. .49 , _ '.r i �R jp RM �. r ir bwf Irk t1.sp r w r■ rq, Year. 019 Addreas:Bald Hill Road. Ithaca, NY Order No: 104080068 Source;NAIP Approx enter;4 . 61974641-76,494487 cale:l" to 700' SWOO Comment: M " 1 LaBeLLa I'uvvC:Ied by partnership. Appendix 4 Site Reconnaissance Worksheet Privileged and Confidential LaBeRa Powered by partnership. Site Reconnaissance Worhsheet Project# 2211481 Address Bald Hill Road Inspector Name/Date of Inspection Mike Delaney une 29, 2021 Site contact name/Title/Years Mr. Russell Owner 10 years associated with Site Nitchman Site Contact Phone#/email Site Size(acres) 111.58 Nature of Site Industrial Residential Commercial ricultural Past Site Use(Evidence or per Site Contact) Nature of Area (circle one) Rural Urban Suburban Topography(If Sloping- Note Direction) Slightly sloping to the east Nearest Body of Water(Note Distance Unnamed tributary of Buttermilk Creek on the eastern portion and Direction) of the Site Adjacent Properties (Address and Use): North Rural vacant (Gunderman Road) and manufactured housing (1820 Danby Road) East Rural residential and recreational (22 Bald Hill Road), residential homes (52 and 54 Bald Hill Road), and residential vacant land (Bald Hill Road) South Residential homes (80 and 94 Bald Hill Road), rural residential and recreational (104 Bald Hill Road and 90 Lieb Road), David Raclin (56 Lieb Road) West Rural vacant (Comfort Road), residential home (747 Comfort Road) Adjacent Property Notes: Northeast: Medical offices (229 State Street) Southwest: City Church First Assembly of God (255 Washington Street) Limitations: ❑ None Movergrown vegetation ❑ Topography ❑Snow M Size ❑ Material Storage ■Unaccompanied During Site Inspection Access (Note Inaccessible Structures): 1 LaBe[La owered by partnership. Site Reconnaissance Worhsheet Site Building(s)add extra pages for additional buildings #of Structures N/A Date of Construction N/A Building Size(sq.ft.) N/A No.Stories N/A Basement(full/partial) N/A Frame Building Condition N/A Site Tenants and Operations N/A Site Sketch (label north): Include buildings and adjoining roads Refer to Figure 3 Utilities Servicing the Site: Electric: NYSEG Heating Source: N/A WaterSupply: N/A Sewer/Septic: N/A 2 LaBeLLa Powered by partnership. Site Reconnaissance Worhsheet Petroleum/Hazardous Substance Yes No x Disposal Receipts(circle one) Yes No N/A Type Quantity/Storage Location Staining Purpose Container Type Additional Notes Aboveground Storage Tanks Yes No x Note: Location,capacity,contents, usage, in-service(yes/no),fill port location,vent pipe location, leaks/stains/spills in vicinity, storage conditions - under asphalt, vaulted, under grassy area,fuel pumps) AST Table # Capacity Contents Location Storage Usage Conditions Notes: 3 LaBeRa Powered by partnership. Site Reconnaissance Worhsheet Underground Storage Tanks Yes No x (i.e.,vent pipes,fill ports, pumps,fill portcovers) (Note: Location,Type of Evidence, capacity, contents, usage, in-service(yes/no),fill port location,vent pipe location, leaks/stains/spills in vicinity,storage conditions - under asphalt,vaulted, under grassy area,fuel pumps) UST Table # Capacity Contents Location Storage Usage Conditions Evidence of the Potential Removal/Closure of Yes No x Underground Storage Tanks(e.g., patches in pavement, piping, ect.) (Note: Location,Type of Evidence, leaks/stains/spills invicinity) Strong, Pungent, or Noxious Odors Yes No x (Note:Type and Source) Pools of Liquid Likely to Contain Hazardous Substances Yes No x Or Petroleum Products (Note: Location, Potential Product/Hazardous Substance(s),Source) 4 LaBeLLa Powered by partnership. Site Reconnaissance Worhsheet Drums Yes No x (Note: Location,Contents,Quantity, leaks/stains/spills in vicinity) Unidentified Substances or Containers Yes No x (Note:Type and Quantity) Parts Washers Yes No x (Note:Type -Self-contained or Not, Location,Waste Disposal Receipts) Oil Water Separator Yes No x (Note: Location, Discharge Location,Type of Wastewater Discharged to OWS,Age,Service Provider,etc.) Stains or Corrosion Yes No x (Note: Location, Potential Product/Hazardous Substance(s),Source) Floor Drains Yes No x (Note: Location, Discharge Location,Type of Wastewater Discharged to Drain,Associated Oil/Water Separator) 5 LaBeLLa Powered by partnership. Site Reconnaissance Worhsheet Sumps Yes No x (Note: Location, Discharge Location,Type of Wastewater Discharged toSump) A sump is located in the basement of the Site Building. The sump reportedly collects storm water and discharges to the public sewer system. Equipment Potentially Containing Polychlorinated Bi-phenyls Yes x No (Note: Location,Type - Pad/Pole Mounted, PCB-containing, Owner,Condition) A pole-mounted transformer was observed on the eastern portion of the Site. The pole- mounted transformer did not appear to be leaking at the time of the site visit. Elevators Yes No x (Note:Location,Hydraulic/Mechanical/Electric, Underground Components, Location of Reservoir) Lifts/Lift Scars Yes No x (Note:Location,Hydraulic/Mechanical/Electric, Underground Components, Location of Reservoir) Stained Soil/Pavement Yes No x (Note: Location,Apparent Type of Staining,Source) Stressed Vegetation Yes No x (Note: Location,Source) 6 LaBeLLa Powered by partnership. Site Reconnaissance Worhsheet Evidence of Solid Waste Disposal and/or Filling Yes No x (e.g., mounding, piles, ect.) (Note: Location, Contents,Staining,Odors) Storm Drains/Ditches Yes No x (Note: Location,Associated with Wastewater Treatment or Disposal, Discharge Location,Staining,Odors) Underground Injection Well/Dry Well/Monitoring Wells Yes No x (Note: Location,Associated with Wastewater Treatment or Disposal,Type of Wastewater Discharged To, Analytical Data Available) Septic Systems Yes No x (Note: Location, Direction of Leach Lines,Type of Wastewater Discharged) Potable Water Wells Yes No x (Note: Location and Analytical Data Available) 7 LaBeLLa I'uvvC:Ied by partnership. Appendix 5 Site Representative Interview Privileged and Confidential LaBeRa Powered by partnership. Project No.2211481 Date of Interview: 6/23/21 Conducted by: Address (tax# if undeveloped): 10-1-.21-122 Interviewee& Relationship to Site:Russel Nitchman owner/nd How long affiliated with Site"0 years Title/Position/Relationship to Site MOwner ❑Owner Representative ❑Former Owner ❑Occupant ❑Former Occupant ❑Neighbor ❑Purchaser ❑Seller ❑Real estate agent ❑Property Manager ❑Other(explain): Additional contacts:site is managed for wildlife, and hunted for deer 1. What is the purpose of this assessment? ■❑Selling the property ❑Purchasing the property ❑Construction loan ❑Re-financing the property ❑Other(explain): 2. Do you have a PROPERTY SURVEY MAP or OTHER MAPPING of the Site available? ❑No ■❑Yes ❑Unknown (if Yes, please provide if possible) 3. Number of building(s): 0 Total sq.ft. of building(s): Acreage of Site: 1 1 1+- ❑Unknown ❑■ NA Building#1/location: SQ.ft. Construction Date: Building#2/location: SQ.ft. Construction Date: Building#3/location: Sq.ft. Construction Date: Building#4/location: Sq.ft. Construction Date: 4. What is the CURRENT USE(S)of the Site (and/or Site Buildings if applicable) and DATES, if known? ❑Unknown whitetail deer hunting, some farm food plots for wildlife 5. What are the PAST USE(S)of the Site (and/or Site Buildings if applicable)and DATES of occupancy, if known? ❑Unknown farming around 1980, then it went into succession. A few parts were kept mowed. 9 years ago I planted 42 acres of Native Warm season Grasses ( after brushhogging the succession fields and spraying with roundup 6. Have any buildings been BURNED or DEMOLISHED on the Site? *No ❑Yes ❑Unknown Explain: none known to me Was the Debris: Burned on Site ❑No ❑Yes ❑Unknown Buried on Site ❑No ❑Yes ❑Unknown Removed from Site ❑No ❑Yes ❑Unknown Explain: Has the Site ever been developed with a residential structure? ■❑No ❑Yes ❑Unknown 7. Is the SITE or any ADJOINING PROPERTY CURRENTLY or PREVIOUSLY utilized as any of the following? Dry Cleaning Facility ❑■No ❑Yes ❑Unknown ❑Site ❑Adjoining Property to the _ Dates and Explain: X-ray or Film Developing ❑■No ❑Yes ❑Unknown ❑Site ❑Adjoining Property to the Dates and Explain: Is there a Metal Recovery System in Place? ❑■No ❑Yes ❑Unknown Explain: na Car Repair Shop: ■❑No ❑Yes ❑Unknown ❑Site ❑Adjoining Property to the Dates and Explain: Paint/Body Shop: ■❑No ❑Yes ❑Unknown ❑Site ❑Adjoining Property to the Dates and Explain: Gasoline Station: ■❑No ❑Yes ❑Unknown ❑Site ❑Adjoining Property to the Dates and Explain: Industrial Property: ■❑No ❑Yes ❑Unknown ❑Site ❑Adjoining Property to the _ Dates and Explain: 8. What are the CURRENT and PREVIOUS USE(S)of the ADJOINING PROPERTIES? Direction Current Use/Occupant Past Uses/Occupant North: vacant woodlot, hunting South: vacant woods with houses over 100 + yards south of line East: open field and successional growth- residential homes West: open hardwood used for timber and hunting 9. Is SANITARY WASTE WATER CURRENTLY or was PREVIOUSLY Generated and how is/was it Disposed of? ❑■No ❑Yes ❑Unknown Discharge Point: ❑Public System ❑Private System ❑Unknown ❑Other(explain): If PRIVATE SYSTEM where is the leach field currently located? Is NON-SANITARY WASTE WATER CURRENTLY or was PREVIOUSLY Generated and how is/was it Disposed of? ❑■No ❑Yes ❑Unknown Discharge Point: ❑Public System ❑Private System ❑Unknown ❑Other(explain): If PRIVATE SYSTEM where is the discharge point currently located? Are any of the following CURRENTLY or PREVIOUSLY located at the Site? SEPTIC TANK: ❑No ❑Yes ❑Unknown Location: Dates of Usage: LEACHFIELD: ❑No ❑Yes ❑Unknown Location: Dates of Usage: INJECTION WELL: ❑No ❑Yes ❑Unknown Location: Dates of Usage: DRY WELL: ■❑No ❑Yes ❑Unknown Location: Dates of Usage: 2 Are any of the following CURRENTLY or PREVIOUSLY located at the Site? FLOOR DRAINS: ■❑No ❑Yes ❑Unknown Location: Discharge Point: TRENCH DRAINS: [—]No ❑Yes ❑Unknown Location: Discharge Point: SUMP PUMPS: [—]No [—]Yes ❑Unknown Location: Discharge Point: STORM DRAINS: ❑No [—]Yes ❑Unknown Location: Discharge Point: OTHER: ❑No ❑Yes ❑Unknown Location: Discharge Point: Are any FLOOR DRAINS,TRENCH DRAINS, or SUMPS connected to an OIL/WATER SEPERATOR? ❑No [—]Yes ❑Unknown RNA Dates of Usage: Location: Have any drains been closed in place or sealed over? ❑No ❑Yes ❑Unknown If YES, date: Location and explain: 10. Is the Site serviced with PUBLIC or PRIVATE WATER SYSTEMS and DATES of Connection, if known? Type Date of Connection/Usage ❑Public ❑Unknown ❑ Well ■❑NA Are there, or were there ever any OBSERVATION or MONITORING WELLS located on-Site? ❑■No ❑Yes ❑Unknown ❑NA Location: Purpose: Dates of Usage/Installation: 11. Are ANY of the FOLLOWING located ON or ADJACENT TO the SITE? (Choose all that apply): Type: Location: Type: Location: ❑Surface water ❑Pits ❑■Ponds sw: stream- wet area- ❑Lagoons ■❑Creek clearly seen on arials ❑Drainage Ditch ❑Rivers ponds- some pot holes ❑Lakes ❑Unknown Were constructed 9 yearso❑No 12. What type of heating does this property CURRENTLY have, if any? Choose all that apply and identify the associated building(s) and dates of connection if applicable. Type Date(s)of Connection/Usage Type Date(s)of Connection/Usage ❑Natural Gas ❑Oil ❑Propane ❑Radiant ❑Coal ❑Hot Water ❑Not Heated ❑Unknown ❑Other(explain) If oil: How is/was the oil stored❑above ground storage tank ❑underground storage tank(see Question 20) Location: 3 What type of heating does this property PREVIOUSLY have, if any? Choose all that apply and identify the associated building(s) and dates of connection if applicable. Type Date(s)of Connection/Usage Type Date(s)of Connection/Usage ❑Natural Gas ❑Oil ❑Propane ❑Radiant ❑Coal ❑Hot Water ❑Not Heated ❑Unknown ❑Other(explain) If oil: How is/was the oil stored❑above ground storage tank ❑underground storage tank (see Question 20) Location: 13. Who Supplies ELECTRIC SERVICE to the Site? ❑ RG&E ❑National Grid ■❑NYSEG ❑Unknown DNA ❑ Other: 14. What is the nature of SOLID WASTE Generated at the Site and Disposed of from the Site (including hazardous)? Type of Waste? How is it stored? Who collects the waste and when? na 15. To the best of your knowledge, have you ever GENERATED or TRANSPORTED HAZARDOUS WASTE from the Site? ❑■No ❑Yes ❑Unknown (if Yes, please provide Manifests) Explain: 16. Do you TREAT or DISPOSE of any WASTE MATERIALS on-Site? (i.e., land filling, neutralization, incineration) ❑■No ❑Yes ❑Unknown Explain: 17. Has any OTHER ENTITY ever been allowed to DUMP,STORE, DISPOSE,TRANSPORT, BURY, INCINERATE, OR LANDFILL any materials at the Site? ■❑No ❑Yes ❑Unknown Who? What? When? Location: 18. Has FILL DIRT been brought onto the Site from an UNKNOWN ORIGIN OR CONTAMINATED SITE? ❑■No ❑Yes ❑Unknown Explain: 19. Are there areas of the Site in which the any of the following were or are located? ❑Unknown ❑No Type: Location: Type: Location: ❑Gravel ❑Debris ❑Construction Materials ❑Tree/Brush ❑Other(explain): 20. Are there CURRENTLY or PREVIOUSLY any ABOVE (AST)or UNDERGROUND(UST)STORAGE TANKS located at the Site? ❑■No ❑Yes ❑Unknown Are they REGISTERED with the NYSDEC? ❑No ❑Yes ❑Unknown Tank Type(AST/UST) Capacity(Gallons) Product Installation Date Removal/Closure Date 1. 4 2. 3. 4. 5. Are there any LEAK DETECTION DEVICES in place? ❑No❑Yes ❑Unknown Explain: Have any TANKS been: ❑Unknown ❑No Date(s): ❑REMOVED from the Site Explain: Location: ❑CLOSED in place at the Site Explain: Location: Is Documentation/Closure Reports/Analytical Data Available? ❑No ❑Yes ❑Unknown (Please provide copy) Has any CONTAMINATION been identified or REMEDIATION been required at the Site; related to CURRENT OR PRIOR TANKS? ❑No ❑Yes ❑Unknown Explain: na Has any CONTAMINATION been identified or REMEDIATION been required at a neighboring property; related to CURRENT OR PRIOR TANKS? ■❑No ❑Yes ❑Unknown Explain: 21. What type of CHEMICALS are CURRENTLY or have PREVIOUSLY been STORED or UTILIZED on Site? Type: Usage: Storage Container/Capacity: Disposal Method: none Are MSDS sheets readily available for these chemicals? ■❑No ❑Yes ❑Unknown (if Yes, please provide copies) 22. Have there been any SPILLS, UNPERMITTED DISCHARGES, or RELEASES of HAZARDOUS or CONTAMINATED MATERIALS or PETROLEUM PRODUCTS at or in the vicinity of the Site? ❑No ❑Yes ❑Unknown What? When? Location: none that I'm aware of 23. Are you AWARE if the SITE is listed as any of the following -Check all that Apply: ❑■No (please provide information for'yes' responses) Regulatory Listing: Explain: ❑National Priority or Delisted Priority List ❑CERLCIS Site ❑CERCLIS NFRAP Site ❑RCRA Generator Facility ❑RCRA Treatment/Storage/Disposal Facility 5 ❑State or Local Landfill ❑National Response Site ❑NYSDEC Spill Site ❑Hazardous Waste Disposal Site ❑Brownfield or Voluntary Cleanup Site ❑Institutional or Environmental Control Site ❑Hazardous Substance Site 24. To the best of your knowledge, do you have any FEDERAL,STATE, or LOCAL PERMITS for the following? ■❑None ❑Air Emissions ❑SPDES(waste water discharge) Explain: 25. Has the Site ever been the subject of an ENFORCEMENT ACTION by any FEDERAL,STATE, or LOCAL agency regarding ENVIRONMENTAL ISSUES? ■❑No ❑Yes ❑Unknown Explain and provide DATES and any Documentation: 26. Is the Site presently under any FEDERAL, STATE, or LOCAL CONSENT ORDERS, DECREES, or CAUSE of ACTION? ❑■No ❑Yes ❑Unknown Explain and provide DATES and any Documentation: 27. Are you aware of any ENVIRONMENTAL LIENS on the Site? ■❑No ❑Yes ❑Unknown Explain: 28. Are you aware of any LAND USE or ACTIVITY LIMITATIONS that are in place on the Site or have been FILED or RECORDED in a registry?■❑No ❑Yes ❑Unknown Explain: 29. Are you aware of any KNOWLEDGE or INDICATORS related to the Site that point to the PRESENCE or LIKELY PRESENCE of CONTAMINATION? ■❑No ❑Yes ❑Unknown Explain: 30. Are you aware if the PURCHASE PRICE of this Site reasonably reflects the fair market value of the property? ❑No ■❑Yes [—]Unknown ❑NA(Site is not being sold at this time) Explain. Its towards the top of asking prices, but its more valuable per acre than what I settled for because its a hiah densitv development area in our town under new zonina p 31. Has there ever been PREVIOUS Phase I Environmental Site Assessments or environmental audits performed for the Site? ❑■No ❑Yes ❑Unknown (if Yes, please provide copies if possible) If yes, by Whom? Date? Concerns identified: ❑No ❑Yes ❑Unknown Explain: 32. Is the ABSTRACT OF TITLE for the Site available? ❑No ■❑Yes ❑Unknown (If Yes, please provide if possible or provide name and contact information for attorney that may have report) I gave it to my lawyer- Crossmoore Law in Ithaca. It should be available to the purchaser 33. Do you have any additional information or specialized knowledge or experience regarding the Site? ❑■No ❑Yes ❑Unknown Explain: 34. Do you have any information related to the future use of the Site? ❑■No ❑Yes ❑Unknown Explain: 6 35. Has the Site ever been utilized agriculturally? ❑No■❑Yes ❑Unknown If so'when?: About 1980. main) corn then. Last 10 ears I've done food lots where the are Explain: y y p y 7 LaBeLLa I'uvvc:Ied by partnership. Appendix 6 FOIL and Real Property Information Privileged and Confidential 4/8/2021 Printer Friendly Report-Image Mate Online 4�µy CO Property Description Report For: Bald Hill Rd, . ' Municipality of Danb p t3' Y Status: Active Roll Section: Taxable Swis: 502200 Tax Map ID#: 10.-1-21.122 No Photo Available Property Class: 322-Rural vac>10 Site: RES 1 In Ag.District: No Site Property Class: 322-Rural vac>10 Zoning Code: MD Neighborhood Code: 22020 Total Acreage/Size: 111.58 School District: Ithaca Land Assessment: 2021-Preliminary Total Assessment: 2021-Preliminary $211,100 $211,100 2020-$211,100 2020-$211,100 Full Market Value: 2021-Preliminary $211,100 2020-$211,100 Equalization Rate: ---- Property Desc: Deed Book: 53574 Deed Page: 6001 Grid East: 844289 Grid North: 856923 Area Living Area: 0 sq.ft. First Story Area: 0 sq.ft. Second Story Area: 0 sq.ft. Half Story Area: 0 sq.ft. Additional Story Area: 0 sq.ft. 3/4 Story Area: 0 sq.ft. Finished Basement: 0 sq.ft. Number of Stories: 0 Finished Rec Room 0 sq.ft. Finished Area Over 0 sq.ft. Garage Structure Building Style: 0 Bathrooms(Full-Half): 0-0 Bedrooms: 0 Kitchens: 0 Fireplaces: 0 Basement Type: 0 Porch Type: 0 Porch Area: 0.00 Basement Garage Cap: 0 Attached Garage Cap: 0.00 sq.ft. Overall Condition: 0 Overall Grade: Year Built: Owners Owner Information Not Available Sales Property Sale Value Arms Addl. Deed Book Sale Date Price Class Type Prior Owner Usable Length Parcels and Page 12/20/2008 $107,860 322- Land Nitchman, No No No 53574/6001 Rural Only Russell E vac>10 11/16/2007 $325,000 322- Land Inman, No Yes Yes 51790/7001 Rural Only Edward L vac>10 Utilities Sewer Type: None Water Supply: None Utilities: Gas&elec Heat Type: 0 Fuel Type: 0 Central Air: No Improvements Structure Size Grade Condition Year https:Hproperty.tompkins-co.org/I MO/report.aspx?file=&swiscode=502200&pri ntkey=01000000010211220000&sitetype=res&siteNu m=1 1/2 4/8/2021 Printer Friendly Report-Image Mate Online Special Districts for 2021(Preliminary) Description Units Percent Type Value FD221-Danby fire 0 0% 0 Special Districts for 2020 Description Units Percent Type Value FD221-Danby fire 0 0% 0 Taxes Year Description Amount * Taxes reflect exemptions, but may not include recent changes in assessment. https://property.tompkins-co.org/I MO/report.aspx?file=&swiscode=502200&printkey=01000000010211220000&sitetype=res&siteN u m=1 212